Improvement & 5 Year Maintenance of Construction of Bridge on Kalamb to Kalamb

Thakurwadi Road @ Chainage1+100 km, Tal Sudhagad, District Raigad

Item Thickness Grade Quantity Unit Required Rate Amount

Quantity

Prime Coat SS-1 Sqm 0.00 70018.00 -

Tack Coat RS-1 Sqm 0.46

Total (A) 0.46 37704.00 17,343.84
BM S-65 Cum 0.00
M.P.M. S-65 Sqm 2.050
O.G.P. Carpet S-65 Sqm 2.610
Liquid Seal S-65 Sqm 1.320
Total (B) 5.98 44140.00 2,63,957.20
Total (A+B) 2,81,301.04

Cement 646.22 MT 4700.00 30,37,234.00

Steel TMT 64.70 MT 44100.00 28,53,270.00

Amount

Amount put to Tender 2,33,18,417.41

Deduct cost of Maintnance

Deduct cost of Shedule "A"

Total (a) 23318417.41

Deduct cost of Materials

Bitumen 281301
Steel 2853270
Cement 3037234
Total (b) 6171805

Net amount for Component(Total (a)-Total (b) 17146612.37 1

Labour Component k1 5111953.51 29.81 %

Material Component k2 8748260.23 51.02 %

Fuel Component k3 3286398.63 19.17 %

Net Amount 17146612.37 100.00 %
 Improvement & 5 Year Maintenance of Construction of Bridge on Kalamb to Kalamb Thakurwadi
Road @ Chainage1+100 km, Tal Sudhagad, District Raigad
Labour Cost
It. Item of Work Qty. Labour Unit Total
No. Rate Amount
1.00 Cutting of trees, including cutting of trunks, branches and removal of stumps & roots,
refilling, compaction of backfilling and stacking of serviceable material by manual means
with all lifts as per Technical Specification Clause 201. i) 300 TO 600 MM
12.000 308.74 Cubic Meter 3704.88

2.00 Cutting of trees, including cutting of trunks, branches and removal of stumps & roots,
refilling, compaction of backfilling and stacking of serviceable material by manual means
with all lifts as per Technical Specification Clause 201. i) 600 TO 900
6.000 463.1 Cubic Meter 2778.60

3.00 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,
shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut
earlier and disposal of unserviceable materials and stacking of serviceable material to be
used or auctioned, upto a lead of 1000 m including removal and disposal of top organic 0.520 2854 Hactor 1484.08
soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
II)-A In area of non-thorny jungle

4.00 Excavation for structures as per drawing and technical specifications Clause 305.1
including setting out, construction of shoring and bracing, removal of stumps and other
deleterious material and disposal up to a lead of 50 meter , dressing of sides and bottom
and backfilling in trenches with excavated suitable material. (I)Ordinary soil (ii) Upto 3 m 778.552 139.42 Cubic Meter 108545.72
depth Manual means ( This item shall be used when total estimate quantity exceeds 100
cubic meter) as directed by Engineer in Charge.

5.00 Earthwork in excavation for structures as per drawing and technical specifications Clause
305.1 including setting out, construction of shoring and bracing, removal of stumps and
other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom
and backfilling in trenches with excavated suitable material. 774.582 514.56 Cubic Meter 398568.91
II. Ordinary rock (not requiring blasting) Up to 3 meter depth.as directed by Engineer in
Charge.

6.00 Earthwork in excavation for structures as per drawing and technical specifications Clause
305.1 including setting out, construction of shoring and bracing, removal of stumps and
other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom
and backfilling in trenches with excavated suitable material.
49.050 682.80 Cubic Meter 33491.34
(IV) Hard rock (requiring blasting) .as directed by Engineer in Charge.

7.00 Earthwork in excavation for structures as per drawing and technical specifications Clause
305.1 including setting out, construction of shoring and bracing, removal of stumps and
other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom
and backfilling in trenches with excavated suitable material. 686.570 257.28 Cubic Meter 176640.73
II. Hard rock (blasting prohibited) Upto 3 m depth including 1.5 m depth in hard rock.as
directed by Engineer in Charge.

8.00 Construction of embankment with approved material obtained from borrow pits with a lift
upto 1.5 m, transporting to site, spreading, grading to required slope and compacting with
vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical 9698.850 5.14 Cubic Meter 49852.09
Specification Clause 301.5.For lead upto 250 m.as directed by Engineer in Charge.

9.00 Construction of subgrade and earthen shoulders with approved material obtained from
borrow pits with all lifts and leads, transporting to site, spreading, grading to required
slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead 2681.775 5.145 Cubic Meter 13797.73
upto 1000 m as per Technical Specification Clause 303.1.as directed by Engineer in
Charge.
10.00 Construction of granular sub-base by providing well graded material, spreading in
uniform layers with motor grader on prepared surface, mixing by mix in place method
with rotavator at OMC, and compacting with vibratory wheel roller to achieve the
desired density, complete as per Technical Specification Clause 401.For Grading II
287.320 20.89 Cubic Meter 6002.11
Material.as directed by Engineer in Charge.

11.00 Providing, laying, spreading and compacting stone aggregates of specific sizes to water
bound macadam specification including spreading in uniform thickness, hand packing,
rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber,
applying and brooming, stone screening/binding materials to fill-up the interstices of
coarse aggregate, watering and compacting to the required density grading 2 as per
142.788 24.55 Cubic Meter 3505.45
Technical Specification Clause 405.By Mechanical Means.as directed by Engineer in
Charge.
12.00 Construction of penetration macadam over prepared base by providing a layer of
compacted crushed coarse aggregate using chips spreader with alternate applications of
bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static
roller to achieve the desired degree of compaction as per Technical Specification Clause
1170.000 0.93 Square Meter 1088.10
506.50 mm thick.Bitumen (S-65) 60/70 - VG-30.as directed by Engineer in Charge.

13.00 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion
distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface
cleaned with Hydraulic broom as per Technical Specification Clause 503.
1170.000 0.29 Square Meter 339.30

14.00 20mm thick Open-Graded Premix Carpet Bituminous (penetration grade/modified

bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm
thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade
bitumen or emulsion to required line, grade and level to serve as wearing course on a
previously prepared base, including mixing in a suitable plant, laying and rolling with a 1784.400 1.7 Square Meter 3033.48
three wheel 80-100 kN static roller capacity, finished to required level and grades to be
followed by seal coat of either Type A or Type B or Type C as per Technical
Specification Clause 508. (excluding seal coat)

15.00 Providing and laying seal coat sealing the voids in a bituminous surface laid to the
specified levels, grade and cross fall using Type A , Type B (by Paver finisher) and Type
C as per Technical Specification Clause 510.By Mechanical Means.Case - I : Type A- 1347.600 0.2 Square Meter 269.52
Bitumen (S-65) VG-30.as directed by Engineer in Charge.

16.00 Construction of dry lean cement concrete Sub-Base over a prepared Sub-grade with coarse
and fine aggregate conforming to IS:383,the size of coarse aggregate not exceeding
25mm,cement content not to be less then 150kg/cum,optimum moisture content to be
determined during trial length construction , concrete strength not to be less then 10 Mpa
at 7day ,mixed in a batching plant/ Weight batch mixer,transported to site with all leads 45.000 50 Cubic Meter 2250.00
and lifts,laid with a paver with electronic sensor / by suitable means as approved by
Engineer-in-charges,compacting with vibratory roller ,finishing,curing and including
preparation of Sub-grade Surface if required etc.complete

17.00 Reinforced Cement Concrete M 25 grade approach slab including reinforcement @

50kg/Cum and formwork complete as per drawing and technical specifications Clauses 90.000 1389 Cubic Meter 125010.00
800 and 1211
18.00 Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be
necessary for foundation and other parts of the work and bailing out water during and
after excavation as required. 788.470 0.00 Cubic Meter 0.00
(A) For open Foundation (A 1)For abutment (ii) for Medium Dewatering as directed by
Engineer in Charge.
19.00 Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be
necessary for foundation and other parts of the work and bailing out water during and
after excavation as required.
(A) For open Foundation (A 2) For pier (ii) for Medium Dewatering . as directed by
210.250 0.00 Cubic Meter 0.00
Engineer in Charge.

20.00 Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling
hole of 32 mm diameter up to 0.75 mtrs depth, placing the dowel in position and
effectively grouting the hole with CM 1:1 proportion etc. complete..as directed by
426.860 436.0 Number 186110.96
Engineer in Charge.
21.00 Providing and laying plain/reinforced cement concrete in substructure complete as per
drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 ,For
height up to 5 meter I) Plain cement concrete grade M 15 (i) Nominal mix (1:2.5:5). as
1.650 1038.85 Cubic Meter 1714.10
directed by Engineer in Charge.
22.00 Filling annular space around footing in rock as per technical specification Clause
1203.4.3.
173.400 1226 Cubic Meter 212588.40
23.00 I) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete
abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full
width of the structures with slope of 1(V):20(H) towards drawing face complete as per 326.000 13.63 Each 4443.38
drawing and technical specification Clauses 614, 709, 1204.3.7.P.V.C. pipe 100 mm
dia.as directed by Engineer in Charge.
24.00 Supplying, fitting and placing TMT bar reinforcement (Fe 415) SAIL /TATA/ JINDAL/
RINL/ ELECTRATERM or equivalent in substructrue complete as per drawings and 12.480 4465.76 Metric Tonne 55732.68
technical specification Clauses 1002, 1005, 1010 & 1202
25.00 Supplying, fitting, and placing TMT bar reinforcement SAIL/ TATA/ JINDAL/ RINL
/ELECTRATERM or equivalent in superstructure complete as per drawing and technical 19.517 5798.16 Metric Tonne 113162.69
specifications Clauses 1002, 1010 and 1202
26.00 Supplying, fitting and placingTMT bar reinforcementf
SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in foundation complete as 10.880 4251.6 Metric Tonne 46257.41
per drawings and technical specifications Clauses 1000 and 1202
27.00 Supplying, fitting and placingTMT bar reinforcementf
SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in foundation complete as 0.292 4251.6 Metric Tonne 1241.47
per drawings and technical specifications Clauses 1000 and 1203
28.00 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete
as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 0.050 4465.76 Metric Tonne 223.29

29.00 Providing concrete for plain/reinforced concrete in open foundations complete as per
drawings and technical specifications Clause 802, 803, 1202 & 1203 II) R.C.C. Grade M- 242.920 1098 Cubic Meter 266726.16
25 )
30.00 Plain/reinforced cement concrete in substructure complete as per drawings and technical
specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (R.C.C grade M 25 ) 144.540 1098 Cubic Meter 158704.92

31.00 Painting two coats including primer coat after filling the surface with synthetic enamel
paint in all shades on new, plastered / concrete surfaces as per drawing and Technical 1259.830 67.77 Square Meter 85378.68
Specification Clause 1701
32.00 Providing and laying filter material underneath pitching in slopes complete as per drawing
and technical specifications Clause 1302
809.000 664.56 Cubic Meter 537629.04
33.00 Providing & Placing concrete for plain/reinforced concrete in open foundations complete
as per drawings and technical specifications Clause 802, 803, 1202 & 1203
I) Plain cement concrete grade M 10 (i)Nominal mix 1:3:6. as directed by Engineer in 0.320 1038.85 Cubic Meter 332.43
Charge.

34.00 Providing & Placing concrete for plain/reinforced concrete in open foundations complete
as per drawings and technical specifications Clause 802, 803, 1202 & 1203
II) Plain cement concrete grade M 15 (i)Nominal mix (1:2.5:5). as directed by Engineer in 67.200 1038.85 Cubic Meter 69810.72
Charge.

35.00 Providing concrete for plain/reinforced concrete in open foundations complete as per
drawings and technical specifications Clause 802, 803, 1202 & 1203
II) P.C.C. Grade M-20 i) Nominal Mix (1:1.5:5)
38.060 1038.85 Cubic Meter 39538.63

36.00 (Bridge substructure and Foundation:- PCC M-30 ) Providing and laying in situ/ready mix
M-30 plain cement concrete of trap / granite / quartzite / gneiss metal for cast in citu
abutment, returns. including provision of "V" shaped false joints to form suitable panels
on the faces to approve design with compacting by vibrating and curing complete,
including plywood / steel form workc entering (excluding dewatering by means of pump )
170.710 1817 Cubic Meter 310180.07
and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed
by engineer in charge

37.00 (Bridge substructure and Foundation:- RCC M-30 ) Providing and laying in situ / ready
mix M-30 cement concrete of trap / granite / quartzite / gneiss metal for cast in citu
R.C.C. solid piers, column etc. including provision of V shaped false joints to form
suitable panels on the faces to approve design with compacting by vibrating and curing 220.890 1817 Cubic Meter 401357.13
complete. Including plywood / steel formwork, centering (excluding dewatering by means
of pump) and including bailling out water and including CM 1:3 curing complete.

38.00 Providing and laying in situ/ ready mix controlled M-30 cement concrete of trap/ granite/
quartzite/ gniess metal for RCC caps over piers and abutments including necessary
sacffolding plywood/ steel formwork, compacting by vibrating, finishing in CM 1:3 and
curing etc complete (Excluding reinforcement) With reversible drum type mixer/ concrete 51.620 1850 Cubic Meter 95497.00
batch mix plant (panmixer). with fine agreegates of required specifications ( Natural sand/
VSI sand finely washed etc )

39.00 Providing and laying insitu / ready mix controlled M-35 cement concrete of trap / granite /
quartzite / gniess metal for reinforced cement concrete stopper including necessary
sacffolding plywood / steel formwork, compacting by vibrating, finishing in CM 1:3 and
curing etc complete (Excluding reinforcement ) With reversible drum type mixer / 1.610 1850 Cubic Meter 2978.50
concrete batch mix plant (panmixer) . with fine agreegates of required specifications (VSI
sand finely washed etc)

40.00 Providing and laying reinforced cement concrete in superstructure as per drawing and
technical specifications Clauses 800, 1205.4 and 1205.5 ( R.C.C grade M 25 ) 1.170 1098.93 Cubic Meter 1285.75

41.00 Providing and laying reinforced cement concrete in superstructure as per drawing and
technical specifications Clauses 800, 1205.4 and 1205.5 350.860 1098 Cubic Meter 385244.28
(iii)For design mix RCC M 30 a) For RCC Solid Slab
42.00 Providing and laying reinforced cement concrete in superstructure as per drawing and
technical specifications Clauses 800, 1205.4 and 1205.5 18.190 1098 Cubic Meter 19972.62
(iii)For design mix RCC M 30 b) For Kerb
43.00 Drainage spouts complete as per drawing and technical specifications Clause 1209.as
directed by Engineer in Charge.
24.000 109.38 Each 2625.12
44.00 Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per
PWD CSR 2020-21) BR Item no.13.02 Pg no 118.as directed by Engineer in Charge. 49.290 31 Square Meter 1527.99

45.00 Expansion joint with 25 mm thich bitumenous pad / Compressible Rubber Pad (Rate as
per PWD CSR for 2018-19) BR 43B Item no.14.33 pg no.123.as directed by Engineer in 38.880 14.48 Square Meter 562.98
Charge.
46.00 Backfilling behind abutment, wing wall and return wall complete as per drawings &
technical specification Clause 1204.3.8 (i)Granular material
261.000 528 Cubic Meter 137808.00
47.00 Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not
less then 25 kg beyond curtain wall
260.000 665.00 Cubic Meter 172900.00
48.00 Providing and laying cement concrete wearing course M 30 grade Excluding
reinforcement complete as per drawing and technical specifications Clauses 800 and 33.750 1897 Cubic Meter 64023.75
1206
49.00 Providing and laying of dry rubble flooring complete as per drawings and technical
specifications Clause 1303.3
243.000 1073 Cubic Meter 260739.00
50.00 Providing and fixing 20 mm thick compressible fibre board in expansion joint complete 108.59
as per drawing and technical specifications(250mm deep)
43.680 Square Meter 4743.21
51.00 Providing and laying pitching on slopes laid over prepared filter media as per drawing and
technical specifications Clause 1302 715.300 579.96 Cubic Meter 414845.39
I) Stone/Boulder as directed by Engineer in Charge.
52.00 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as
per IRC:8 fixing in position including painting and printing, etc as per drawing and
Technical Specification Clause 1703
4.000 134.63 Each 538.52
200 meter Stone (precast). as directed by Engineer in Charge.
53.00 Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as
per IRC:25, fixed in position including finishing and lettering but excluding painting as
per drawing and Technical Specification Clause 1704.as directed by Engineer in Charge.
100.000 128.64 Each 12864.00

54.00 Providing and fixing Semi reflective type typical MMGSY informatory sign board with
Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top
and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The
lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle
iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2
nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-
15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top
1.000 128.64 Each 128.64
most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel
plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows,
border etc. will be with reflective engineering grade tape as per MORD specifications of
required shade and colour. All sections of framed posts and steel tube will be painted
with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure
1700.1

55.00 Providing and fixing Semi refeflective type typical MMGSY Citizen information board as
per specification provided on detailed drawing of NRRDA having frame size of 2500 x
1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of
60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed
on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate.
All lettering and painting arrows border etc. will be will be with reflective engineering
1.000 385.92 Each 385.92
grade tape as per MORD specifications of required shade and colour. as mentioned in
detailed drawing. All sections of framed posts and steel tube shall be painted with primer
and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. CMGSY-
2007/CR/145/Yojana-9 dt. 4.4.2007)

56.00 Sign Board of MMGSY / PMGSY Project Information : Providing and fixing of typical
retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per
section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and
drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum
Composite Panel), material specificaitons as per clause 17001.3. The top most plate will
be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame
of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be
1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back
1.000 385.92 Each 385.92
on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted
with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over
angle and flat iron frame will be done neatly to have plain surface on one side. The angle
iron frame of lower most plate and flat iron frame of the middle plate will be welded to
two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to
centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel
tube posts and these posts will be embeded in cement concrete M15 grade block of
450x450x600mm below ground level. The height of the bottom of the lower plate will be
57.00 Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard
markers, Object markers) 80 to 100 cm high above ground level, painted black and white
in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular 60.000 356.00 Each 21360.00
reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C.
79 and the drawings
58.00 supplying and fixing of moulded shank raised pavement markars / cat eye made of
polycarbonate and ABS moulded body and reflective panels with micro prismatic lens
capable of providing total internal reflection of the light entering the lens face and shall
support a load of 16000 kg tested in accordence to ASTM D 4280 type H and complying
200.000 78 Each 15600.00
specification of category A of Morth circular No RW/NH/33023/10-97 DO III DT
11.06.1997
59.00 Providing fitting and fixing mild steel railing complete as per drawing and technical Running
specifications Clause 1208.2
180.000 373.99
Meter
67318.20
60.00 Providing and erecting direction and place identifications of semi reflective sign boards as
per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in
front and grey colour on back with red reflective border of 70 mm width and required
message, letters, figures with reflective engineering grade tape as per MORD
specifications of required shade and colour. Supported and welded on 47 mm x 47mm of
12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat 2.700 142.93 Square Meter 385.91
iron on edges on back firmly fixed to the ground by means of properly designed
foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm
below ground level as per approved drawing and Technical Specification Clause 1701

61.00 Providing and fixing of semi reflective cautionary, mandatory and informatory sign board
as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray
colour on back with red reflective border of 65 mm width and required letters and figures
with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads
of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet 2.000 128.64 Each 257.28
tube firmly fixed to the ground by mean of properly designed foundations with M-15
grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved
drawing Clause 1701.2.2

62.00 Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed
road marking paint conforming to IS:164 on bituminous/concrete surface, including
cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and 48.000 83.796 Square Meter 4022.21
traffic control as per drawing and Technical Specification Clause 1702

63.00 Providing and fixing of semi reflective cautionary, mandatory and informatory sign board
as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray
colour on back with red reflective border of 65 mm width and required letters and figures
with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads
of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet
tube firmly fixed to the ground by mean of properly designed foundations with M-15 8.000 128.64 Numbers 1029.12
grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved
drawing Clause 1701.2.2

600 mm Equilateral triangle

64.00 Providing and fixing 90cmx60cm Marble plate engraving 10cm. Height letter,figures
including painting the lefters/figures with approved colour and shade complete 1.000 1430 Numbers 1430.00

TOTAL 27845.7 5111953.5

 Improvement & 5 Year Maintenance of Construction of Bridge on Kalamb to Kalamb Thakurwadi Road @ Chainage1+100 km, Tal Sudhagad, District Raigad

CONVEYING OF MATERIAL
Qty Unit Item Item of Work Metal Metal Rubble Earth CB H.M. Sand Cement Steel SS-I RS-I S-65 RCC Pipe
No. G-I G-II Metal Pipe
Cutting of trees, including cutting of trunks, branches and removal of
stumps & roots, refilling, compaction of backfilling and stacking of
12.000 Cubic Meter 1.00 serviceable material by manual means with all lifts as per Technical - - - - - - - - - - - - - -
Specification Clause 201. i) 300 TO 600 MM

Cutting of trees, including cutting of trunks, branches and removal of

stumps & roots, refilling, compaction of backfilling and stacking of
6.000 Cubic Meter 2.00
serviceable material by manual means with all lifts as per Technical
- - - - - - - - - - - - - -
Specification Clause 201. i) 600 TO 900
Clearing and grubbing road land including uprooting wild vegetation,
grass, bushes, shrubs, saplings and trees of girth upto 300 mm,
removal of stumps of such trees cut earlier and disposal of
unserviceable materials and stacking of serviceable material to be
0.520 Hactor 3.00
used or auctioned, upto a lead of 1000 m including removal and - - - - - - - - - - - - - -
disposal of top organic soil not exceeding 150 mm in thickness as per
Technical Specification Clause 201.
II)-A In area of non-thorny jungle
Excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and
bracing, removal of stumps and other deleterious material and
disposal up to a lead of 50 meter , dressing of sides and bottom and
778.552 Cubic Meter 4.00 backfilling in trenches with excavated suitable material. (I)Ordinary - - - - - - - - - - - - - -
soil (ii) Upto 3 m depth Manual means ( This item shall be used when
total estimate quantity exceeds 100 cubic meter) as directed by
Engineer in Charge.
Earthwork in excavation for structures as per drawing and technical
specifications Clause 305.1 including setting out, construction of
shoring and bracing, removal of stumps and other deleterious
material and disposal upto a lead of 50 m, dressing of sides and
774.582 Cubic Meter 5.00
bottom and backfilling in trenches with excavated suitable material.
- - - - - - - - - - - - - -
II. Ordinary rock (not requiring blasting) Up to 3 meter depth.as
directed by Engineer in Charge.

Earthwork in excavation for structures as per drawing and technical

specifications Clause 305.1 including setting out, construction of
shoring and bracing, removal of stumps and other deleterious
material and disposal upto a lead of 50 m, dressing of sides and
49.050 Cubic Meter 6.00
bottom and backfilling in trenches with excavated suitable material.
- - - - - - - - - - - - - -
(IV) Hard rock (requiring blasting) .as directed by Engineer in
Charge.

Earthwork in excavation for structures as per drawing and technical

specifications Clause 305.1 including setting out, construction of
shoring and bracing, removal of stumps and other deleterious
material and disposal upto a lead of 50 m, dressing of sides and
686.570 Cubic Meter 7.00
bottom and backfilling in trenches with excavated suitable material.
- - - - - - - - - - - - - -
II. Hard rock (blasting prohibited) Upto 3 m depth including 1.5 m
depth in hard rock.as directed by Engineer in Charge.

7
 Qty Unit Item Item of Work Metal Metal Rubble Earth CB H.M. Sand Cement Steel SS-I RS-I S-65 RCC Pipe
No. G-I G-II Metal Pipe
Construction of embankment with approved material obtained from
borrow pits with a lift upto 1.5 m, transporting to site, spreading,
grading to required slope and compacting with vibratory roller to
9698.850 Cubic Meter 8.00 meet requirement of Tables 300.1 and 300.2 as per Technical - - - 16,003.10 - - - - - - - - - -
Specification Clause 301.5.For lead upto 250 m.as directed by
Engineer in Charge.

Construction of subgrade and earthen shoulders with approved

material obtained from borrow pits with all lifts and leads,
transporting to site, spreading, grading to required slope and
2681.775 Cubic Meter 9.00
compacting with vibratory roller to meet requirement of Table 300.2 - - - - - 2,681.78 - - - - - - - -
with lead upto 1000 m as per Technical Specification Clause 303.1.as
directed by Engineer in Charge.
Construction of granular sub-base by providing well graded material,
spreading in uniform layers with motor grader on prepared surface,
mixing by mix in place method with rotavator at OMC, and
287.320 Cubic Meter 10.00 compacting with vibratory wheel roller to achieve the desired - - - - 344.78 - - - - - - - - -
density, complete as per Technical Specification Clause 401.For
Grading II Material.as directed by Engineer in Charge.

Providing, laying, spreading and compacting stone aggregates of

specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with smooth
wheel roller 80-100 kN in stages to proper grade and camber,
applying and brooming, stone screening/binding materials to fill-up
142.788 Cubic Meter 11.00
the interstices of coarse aggregate, watering and compacting to the
- 172.77 - - 38.10 11.42 - - - - - - - -
required density grading 2 as per Technical Specification Clause
405.By Mechanical Means.as directed by Engineer in Charge.

Construction of penetration macadam over prepared base by

providing a layer of compacted crushed coarse aggregate using chips
spreader with alternate applications of bituminous binder and key
aggregates and rolling with a three wheel 80-100 kN static roller to
1170.000 Square Meter 12.00
achieve the desired degree of compaction as per Technical
- 70.20 - - 21.06 - - - - - - 2.05 - -
Specification Clause 506.50 mm thick.Bitumen (S-65) 60/70 - VG-
30.as directed by Engineer in Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1)

using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on
1170.000 Square Meter 13.00
the prepared bituminous surface cleaned with Hydraulic broom as per
- - - - - - - - - - 0.46 - - -
Technical Specification Clause 503.
20mm thick Open-Graded Premix Carpet Bituminous (penetration
grade/modified bitumen) Binder Providing, laying and rolling of
open-graded premix carpet of 20 mm thickness composed of 13.2
mm to 5.6 mm aggregates either using penetration grade bitumen or
emulsion to required line, grade and level to serve as wearing course
on a previously prepared base, including mixing in a suitable plant,
1784.400 Square Meter 14.00
laying and rolling with a three wheel 80-100 kN static roller capacity,
- - - - 48.18 - - - - - - 2.61 - -
finished to required level and grades to be followed by seal coat of
either Type A or Type B or Type C as per Technical Specification
Clause 508. (excluding seal coat)

8
 Qty Unit Item Item of Work Metal Metal Rubble Earth CB H.M. Sand Cement Steel SS-I RS-I S-65 RCC Pipe
No. G-I G-II Metal Pipe
Providing and laying seal coat sealing the voids in a bituminous
surface laid to the specified levels, grade and cross fall using Type A
, Type B (by Paver finisher) and Type C as per Technical
1347.600 Square Meter 15.00
Specification Clause 510.By Mechanical Means.Case - I : Type A-
- - - - 12.13 - - - - - - 1.32 - -
Bitumen (S-65) VG-30.as directed by Engineer in Charge.

Construction of dry lean cement concrete Sub-Base over a prepared

Sub-grade with coarse and fine aggregate conforming to IS:383,the
size of coarse aggregate not exceeding 25mm,cement content not to
be less then 150kg/cum,optimum moisture content to be determined
during trial length construction , concrete strength not to be less then
45.000 Cubic Meter 16.00 10 Mpa at 7day ,mixed in a batching plant/ Weight batch - - - - 42.30 - 21.15 9.90 - - - - - -
mixer,transported to site with all leads and lifts,laid with a paver with
electronic sensor / by suitable means as approved by Engineer-in-
charges,compacting with vibratory roller ,finishing,curing and
including preparation of Sub-grade Surface if required etc.complete

Reinforced Cement Concrete M 25 grade approach slab including

90.000 Cubic Meter 17.00 reinforcement @ 50kg/Cum and formwork complete as per drawing - - - - 81.00 - 40.50 36.00 0.09 - - - - -
and technical specifications Clauses 800 and 1211
Dewatering including diversion of stream, providing cofferdams,
bunds, etc. as may be necessary for foundation and other parts of the
work and bailing out water during and after excavation as required.
788.470 Cubic Meter 18.00
(A) For open Foundation (A 1)For abutment (ii) for Medium
- - - - - - - - - - - - - -
Dewatering as directed by Engineer in Charge.

Dewatering including diversion of stream, providing cofferdams,

bunds, etc. as may be necessary for foundation and other parts of the
work and bailing out water during and after excavation as required.
210.250 Cubic Meter 19.00
(A) For open Foundation (A 2) For pier (ii) for Medium Dewatering . - - - - - - - - - - - - - -
as directed by Engineer in Charge.

Providing and fixing 25mm diameter steel anchor dowel in hard rock
including drilling hole of 32 mm diameter up to 0.75 mtrs depth,
426.860 Number 20.00 placing the dowel in position and effectively grouting the hole with - - - - - - - - 1.64 - - - - -
CM 1:1 proportion etc. complete..as directed by Engineer in Charge.

Providing and laying plain/reinforced cement concrete in substructure

complete as per drawings and technical specification Clauses 802,
1.650 Cubic Meter 21.00 804, 805, 806, 807, 1202 and 1204 ,For height up to 5 meter I) Plain - - - - 1.32 - 0.79 0.45 - - - - - -
cement concrete grade M 15 (i) Nominal mix (1:2.5:5). as directed by
Engineer in Charge.
Filling annular space around footing in rock as per technical
173.400 Cubic Meter 22.00
specification Clause 1203.4.3.
- - - - 138.72 - 83.23 47.69 - - - - - -
I) Providing weepholes in brick masonry/stone masonry,
plain/reinforced concrete abutment, wing wall, return wall with 100
mm dia AC pipe extending through the full width of the structures
326.000 Each 23.00 with slope of 1(V):20(H) towards drawing face complete as per - - - - - - 0.36 0.19 - - - - - 342.00
drawing and technical specification Clauses 614, 709,
1204.3.7.P.V.C. pipe 100 mm dia.as directed by Engineer in Charge.

9
 Qty Unit Item Item of Work Metal Metal Rubble Earth CB H.M. Sand Cement Steel SS-I RS-I S-65 RCC Pipe
No. G-I G-II Metal Pipe
Supplying, fitting and placing TMT bar reinforcement (Fe 415) SAIL
/TATA/ JINDAL/ RINL/ ELECTRATERM or equivalent in
12.480 Metric Tonne 24.00
substructrue complete as per drawings and technical specification
- - - - - - - - 13.10 - - - - -
Clauses 1002, 1005, 1010 & 1202
Supplying, fitting, and placing TMT bar reinforcement SAIL/ TATA/
JINDAL/ RINL /ELECTRATERM or equivalent in superstructure
19.517 Metric Tonne 25.00
complete as per drawing and technical specifications Clauses 1002,
- - - - - - - - 20.49 - - - - -
1010 and 1202
Supplying, fitting and placingTMT bar reinforcementf
SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in
10.880 Metric Tonne 26.00
foundation complete as per drawings and technical specifications
- - - - - - - - 11.42 - - - - -
Clauses 1000 and 1202
Supplying, fitting and placingTMT bar reinforcementf
SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in
0.292 Metric Tonne 27.00
foundation complete as per drawings and technical specifications
- - - - - - - - 0.31 - - - - -
Clauses 1000 and 1203
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in
0.050 Metric Tonne 28.00 substructrue complete as per drawings and technical specification - - - - - - - - 0.05 - - - - -
Clauses 1002, 1005, 1010 & 1202
Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802,
242.920 Cubic Meter 29.00
803, 1202 & 1203 II) R.C.C. Grade M-25 )
- - - - 218.63 - 109.31 97.17 - - - - - -

Plain/reinforced cement concrete in substructure complete as per

144.540 Cubic Meter 30.00 drawings and technical specification Clauses 802, 804, 805, 806, - - - - 130.09 - 65.04 57.82 - - - - - -
807, 1202 ans 1204 (R.C.C grade M 25 )
Painting two coats including primer coat after filling the surface with
synthetic enamel paint in all shades on new, plastered / concrete
1259.830 Square Meter 31.00
surfaces as per drawing and Technical Specification Clause 1701
- - - - - - - - - - - - - -

Providing and laying filter material underneath pitching in slopes

809.000 Cubic Meter 32.00 complete as per drawing and technical specifications Clause 1302 - - - - 970.80 - - - - - - - - -

Providing & Placing concrete for plain/reinforced concrete in open

foundations complete as per drawings and technical specifications
0.320 Cubic Meter 33.00 Clause 802, 803, 1202 & 1203 - - - - 0.31 - 0.15 0.08 - - - - - -
I) Plain cement concrete grade M 10 (i)Nominal mix 1:3:6. as
directed by Engineer in Charge.
Providing & Placing concrete for plain/reinforced concrete in open
foundations complete as per drawings and technical specifications
67.200 Cubic Meter 34.00 Clause 802, 803, 1202 & 1203 - - - - 53.76 - 32.26 18.48 - - - - - -
II) Plain cement concrete grade M 15 (i)Nominal mix (1:2.5:5). as
directed by Engineer in Charge.
Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802,
38.060 Cubic Meter 35.00
803, 1202 & 1203
34.25 17.13 12.56
II) P.C.C. Grade M-20 i) Nominal Mix (1:1.5:5)

10
 Qty Unit Item Item of Work Metal Metal Rubble Earth CB H.M. Sand Cement Steel SS-I RS-I S-65 RCC Pipe
No. G-I G-II Metal Pipe
(Bridge substructure and Foundation:- PCC M-30 ) Providing and
laying in situ/ready mix M-30 plain cement concrete of trap / granite /
quartzite / gneiss metal for cast in citu abutment, returns. including
provision of "V" shaped false joints to form suitable panels on the
170.710 Cubic Meter 36.00 faces to approve design with compacting by vibrating and curing 168.15 62.31 71.70
complete, including plywood / steel form workc entering (excluding
dewatering by means of pump ) and including bailling out water and
curing finishing in CM 1:3 etc. complete. as directed by engineer in
charge
(Bridge substructure and Foundation:- RCC M-30 ) Providing and
laying in situ / ready mix M-30 cement concrete of trap / granite /
quartzite / gneiss metal for cast in citu R.C.C. solid piers, column etc.
including provision of V shaped false joints to form suitable panels
220.890 Cubic Meter 37.00 on the faces to approve design with compacting by vibrating and 198.80 99.40 90.56
curing complete. Including plywood / steel formwork, centering
(excluding dewatering by means of pump) and including bailling out
water and including CM 1:3 curing complete.

Providing and laying in situ/ ready mix controlled M-30 cement

concrete of trap/ granite/ quartzite/ gniess metal for RCC caps over
piers and abutments including necessary sacffolding plywood/ steel
formwork, compacting by vibrating, finishing in CM 1:3 and curing
51.620 Cubic Meter 38.00 etc complete (Excluding reinforcement) With reversible drum type 46.46 23.23 21.16
mixer/ concrete batch mix plant (panmixer). with fine agreegates of
required specifications ( Natural sand/ VSI sand finely washed etc )

Providing and laying insitu / ready mix controlled M-35 cement

concrete of trap / granite / quartzite / gniess metal for reinforced
cement concrete stopper including necessary sacffolding plywood /
steel formwork, compacting by vibrating, finishing in CM 1:3 and
1.610 Cubic Meter 39.00
curing etc complete (Excluding reinforcement ) With reversible drum
1.45 0.72 0.66
type mixer / concrete batch mix plant (panmixer) . with fine
agreegates of required specifications (VSI sand finely washed etc)

Providing and laying reinforced cement concrete in superstructure as

1.170 Cubic Meter 40.00 per drawing and technical specifications Clauses 800, 1205.4 and - - - - 1.05 - 0.53 0.47 - - - - - -
1205.5 ( R.C.C grade M 25 )
Providing and laying reinforced cement concrete in superstructure as
per drawing and technical specifications Clauses 800, 1205.4 and
350.860 Cubic Meter 41.00
1205.5
315.77 - 157.89 150.87
(iii)For design mix RCC M 30 a) For RCC Solid Slab
Providing and laying reinforced cement concrete in superstructure as
per drawing and technical specifications Clauses 800, 1205.4 and
18.190 Cubic Meter 42.00
1205.5
16.37 - 8.19 7.82
(iii)For design mix RCC M 30 b) For Kerb
Drainage spouts complete as per drawing and technical specifications
24.000 Each 43.00
Clause 1209.as directed by Engineer in Charge.
- - - - - - - - - - - - - 24.00
Providing Tar paper bearing of approved quality in proper size etc.
49.290 Square Meter 44.00 complete (Rate as per PWD CSR 2020-21) BR Item no.13.02 Pg no - - - - - - - - - - - - - -
118.as directed by Engineer in Charge.
Expansion joint with 25 mm thich bitumenous pad / Compressible
38.880 Square Meter 45.00 Rubber Pad (Rate as per PWD CSR for 2018-19) BR 43B Item - - - - - - - - - - - - - -
no.14.33 pg no.123.as directed by Engineer in Charge.

11
 Qty Unit Item Item of Work Metal Metal Rubble Earth CB H.M. Sand Cement Steel SS-I RS-I S-65 RCC Pipe
No. G-I G-II Metal Pipe
Backfilling behind abutment, wing wall and return wall complete as
261.000 Cubic Meter 46.00 per drawings & technical specification Clause 1204.3.8 (i)Granular - - - - 313.20 - - - - - - - - -
material
Construction of flexible apron 1 m thick comprising of loose stone
260.000 Cubic Meter 47.00
boulders weighing not less then 25 kg beyond curtain wall - - 6.50 - - - - - - - - - - -
Providing and laying cement concrete wearing course M 30 grade
33.750 Cubic Meter 48.00 Excluding reinforcement complete as per drawing and technical - - - - 30.38 - 15.19 14.51 1.28 - - - - -
specifications Clauses 800 and 1206
Providing and laying of dry rubble flooring complete as per drawings
243.000 Cubic Meter 49.00
and technical specifications Clause 1303.3
- - 291.60 - - - - - - - - - - -
Providing and fixing 20 mm thick compressible fibre board in
43.680 Square Meter 50.00 expansion joint complete as per drawing and technical - - - - - - - - - - - - - -
specifications(250mm deep)
Providing and laying pitching on slopes laid over prepared filter
715.300 Cubic Meter 51.00 media as per drawing and technical specifications Clause 1302 - - 858.36 - - - - - - - - - - -
I) Stone/Boulder as directed by Engineer in Charge.
Reinforced cement concrete M15 grade kilometre stone/local stone
of standard design as per IRC:8 fixing in position including painting
4.000 Each 52.00 and printing, etc as per drawing and Technical Specification Clause - - - - 0.15 - 0.09 0.05 0.01 - - - - -
1703
200 meter Stone (precast). as directed by Engineer in Charge.
Reinforced cement concrete M15 grade boundary pillars/local stone
of standard design as per IRC:25, fixed in position including
100.000 Each 53.00 finishing and lettering but excluding painting as per drawing and - - - - 2.00 - 1.00 1.00 0.14 - - - - -
Technical Specification Clause 1704.as directed by Engineer in
Charge.
Providing and fixing Semi reflective type typical MMGSY
informatory sign board with Logo as per MORD specifications and
drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly
welded with MS flat iron 25mm x 5m size on back on edges. The
lower plate will be welded with MS angle iron frame of 25mm x
25mm x 5mm. The angle iron frame of the lower most plate and flat
iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm
of 12 SWG sheet tubes posts duly embedded in cement concrete M-
1.000 Each 54.00 15 grade blocks of 450mm x 450mm x 600mm, 600mm below - - - - 0.12 - 0.06 0.03 0.02 - - - - -
ground level. The top most diamond plate will be welded to middle
plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will
be stove enameled on both sides. Lettering and printing arrows,
border etc. will be with reflective engineering grade tape as per
MORD specifications of required shade and colour. All sections of
framed posts and steel tube will be painted with primer and two coats
of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

12
 Qty Unit Item Item of Work Metal Metal Rubble Earth CB H.M. Sand Cement Steel SS-I RS-I S-65 RCC Pipe
No. G-I G-II Metal Pipe
Providing and fixing Semi refeflective type typical MMGSY Citizen
information board as per specification provided on detailed drawing
of NRRDA having frame size of 2500 x 1150 mm with 75 mm
square or round steel tube for support fixed in a concrete block of 60
x 60 x 75 cm size. Information as provided in drawing of NRRDA
shall be displayed on a CR/GI sheet of appropriate thickness and
fixed at steel frame with 5 mm steel plate. All lettering and painting
1.000 Each 55.00 arrows border etc. will be will be with reflective engineering grade - - - - 0.19 - 0.12 6.60 0.07 - - - - -
tape as per MORD specifications of required shade and colour. as
mentioned in detailed drawing. All sections of framed posts and steel
tube shall be painted with primer and two coat of epoxy paint as per
drawings. (Rate as per RD & WC Deptt. No. CMGSY-
2007/CR/145/Yojana-9 dt. 4.4.2007)

Sign Board of MMGSY / PMGSY Project Information : Providing

and fixing of typical retro reflective MMGSY / PMGSY Project
informatory sign board with Logo as per section1700 of MORD
specifications and latest PMGSY Signage Manual / Circuler and
drawing. The board will be a composite unit consisting of Three
Plates ACP (Aluminum Composite Panel), material specificaitons as
per clause 17001.3. The top most plate will be of 3mm ACP in
diamond shape of 600x600mm size, riveted with MS angle iron
frame of 25mmx25mmx5mm size on back on edges. The middle
4mm ACP plate of will be 1200x150mm size riveted with MS angle
1.000 Each 56.00 - - - - 0.12 - 0.06 0.03 0.02 - - - - -
iron frame of 25mmx25mmx5mm size on back on edges. The main
4mm ACP lower most plate will be 1500mmx600mm size, riveted
with MS angle iron frame of 25mmx25mmx5mm size. Riveting of
all the sheets over angle and flat iron frame will be done neatly to
have plain surface on one side. The angle iron frame of lower most
plate and flat iron frame of the middle plate will be welded to two
nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm
apart centre to centre. the top of the middle plate will be flushed with
the top of 75mm dia medium steel tube posts and these posts will be
embeded in cement concrete M15 grade block of 450x450x600mm
Road Delineators: Supplying and installation of delineators
(Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm
high above ground level, painted black and white in 15 cm wide
60.000 Each 57.00 strips, fitted with 80x100mm rectangular or 75mm dia. Circular - - - - - - - - - - - - - -
reflectorised panels at the top, buried or pressed into the ground and
confirming to I.R.C. 79 and the drawings
supplying and fixing of moulded shank raised pavement markars / cat
eye made of polycarbonate and ABS moulded body and reflective
panels with micro prismatic lens capable of providing total internal
reflection of the light entering the lens face and shall support a load
200.000 Each 58.00
of 16000 kg tested in accordence to ASTM D 4280 type H and
- - - - - - - - - - - - - -
complying specification of category A of Morth circular No
RW/NH/33023/10-97 DO III DT 11.06.1997

Providing fitting and fixing mild steel railing complete as per

180.000 Running Meter 59.00
drawing and technical specifications Clause 1208.2
- - - - - - - - 15.77 - - - - 540.00

13
 Qty Unit Item Item of Work Metal Metal Rubble Earth CB H.M. Sand Cement Steel SS-I RS-I S-65 RCC Pipe
No. G-I G-II Metal Pipe
Providing and erecting direction and place identifications of semi
reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet
duly stove enameled paint in white colour in front and grey colour on
back with red reflective border of 70 mm width and required
message, letters, figures with reflective engineering grade tape as per
MORD specifications of required shade and colour. Supported and
2.700 Square Meter 60.00 welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm - - - - 0.31 - 0.16 0.09 0.06 - - - - -
height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on
back firmly fixed to the ground by means of properly designed
foundations with M-15 grade cement concrete 450 mm x 450 mm x
600 mm, 600 mm below ground level as per approved drawing and
Technical Specification Clause 1701

Providing and fixing of semi reflective cautionary, mandatory and

informatory sign board as per IRC:67 made of 1.5 mm thick MS
Sheet duly stove white colour in front and gray colour on back with
red reflective border of 65 mm width and required letters and figures
with reflective tape engineering grade as per Clause 1701.3.9 of
2.000 Each 61.00 MORD for Rural Roads of required shade and colour supported and - - - - 0.23 - 0.12 0.07 0.05 - - - - -
welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the
ground by mean of properly designed foundations with M-15 grade
cement concrete 450x450x600 mm, 600 mm below ground level as
per approved drawing Clause 1701.2.2

Painting lines, dashes, arrows, etc. on roads in two coats on new

work with ready mixed road marking paint conforming to IS:164 on
bituminous/concrete surface, including cleaning the surface of all dirt,
48.000 Square Meter 62.00
dust and other foreign matter, demarcation at site and traffic control
- - - - - - - - - - - - - -
as per drawing and Technical Specification Clause 1702

Providing and fixing of semi reflective cautionary, mandatory and

informatory sign board as per IRC:67 made of 1.5 mm thick MS
Sheet duly stove white colour in front and gray colour on back with
red reflective border of 65 mm width and required letters and figures
with reflective tape engineering grade as per Clause 1701.3.9 of
MORD for Rural Roads of required shade and colour supported and
welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the
8.000 Numbers 63.00 - - - - 0.92 - 0.46 0.26 0.18 - - - - -
ground by mean of properly designed foundations with M-15 grade
cement concrete 450x450x600 mm, 600 mm below ground level as
per approved drawing Clause 1701.2.2

600 mm Equilateral triangle

Providing and fixing 90cmx60cm Marble plate engraving 10cm.

1.000 Numbers 64.00 Height letter,figures including painting the lefters/figures with - - - - - - - - - - - - - -
approved colour and shade complete
TOTAL - 242.97 1,156.46 16,003.10 3,231.10 2,693.20 739.45 646.22 64.70 - 0.46 5.98 - 906.00

14
 Improvement & 5 Year Maintenance of Construction of Bridge on Kalamb to Kalamb Thakurwadi Road @ Chainage1+100 km, Tal Sudhagad, District Raigad
Machinery Utilization
HM Elec. Gene
Static/ N.Vibrat
It. Water Dozer/ Plant/ rator /Emu Concr ete
Qty Unit Item of Work JCB Tractor Tipper vibratory Paver or/cheep Pump
No. Tanker Loader motor lsion Mixer
Roller spreader
grader Distributor

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots,
refilling, compaction of backfilling and stacking of serviceable material by manual means
12.000 Cubic Meter 1.00 - 0.84 - - - - - - - - - -
with all lifts as per Technical Specification Clause 201. i) 300 TO 600 MM

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots,
refilling, compaction of backfilling and stacking of serviceable material by manual means
6.000 Cubic Meter 2.00 - 1.26 - - - - - - - - - -
with all lifts as per Technical Specification Clause 201. i) 600 TO 900

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs,
saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and
disposal of unserviceable materials and stacking of serviceable material to be used or
0.520 Hactor 3.00 auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not - 0.78 - - 3.64 - - - - - - -
exceeding 150 mm in thickness as per Technical Specification Clause 201.
II)-A In area of non-thorny jungle

Excavation for structures as per drawing and technical specifications Clause 305.1
including setting out, construction of shoring and bracing, removal of stumps and other
deleterious material and disposal up to a lead of 50 meter , dressing of sides and bottom
778.552 Cubic Meter 4.00 - - - - - - - - - - - -
and backfilling in trenches with excavated suitable material. (I)Ordinary soil (ii) Upto 3 m
depth Manual means ( This item shall be used when total estimate quantity exceeds 100
cubic meter) as directed by Engineer in Charge.
Earthwork in excavation for structures as per drawing and technical specifications Clause
305.1 including setting out, construction of shoring and bracing, removal of stumps and
other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom
774.582 Cubic Meter 5.00 and backfilling in trenches with excavated suitable material. - - - - - - - - - - - -
II. Ordinary rock (not requiring blasting) Up to 3 meter depth.as directed by Engineer in
Charge.

Earthwork in excavation for structures as per drawing and technical specifications Clause
305.1 including setting out, construction of shoring and bracing, removal of stumps and
other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom
49.050 Cubic Meter 6.00 - - - - - - - - - - - 4.91
and backfilling in trenches with excavated suitable material.
(IV) Hard rock (requiring blasting) .as directed by Engineer in Charge.

Earthwork in excavation for structures as per drawing and technical specifications Clause
305.1 including setting out, construction of shoring and bracing, removal of stumps and
other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom
686.570 Cubic Meter 7.00 and backfilling in trenches with excavated suitable material. - - - - - - - - - - - 549.26
II. Hard rock (blasting prohibited) Upto 3 m depth including 1.5 m depth in hard rock.as
directed by Engineer in Charge.

Construction of embankment with approved material obtained from borrow pits with a lift
upto 1.5 m, transporting to site, spreading, grading to required slope and compacting with
9698.850 Cubic Meter 8.00 vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical 161.97 - 193.98 1,243.39 48.49 121.24 - - 48.49 - - -
Specification Clause 301.5.For lead upto 250 m.as directed by Engineer in Charge.

Construction of subgrade and earthen shoulders with approved material obtained from
borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope
2681.775 Cubic Meter 9.00 and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 44.79 - 61.41 343.80 13.41 38.35 - - 13.41 - - -
1000 m as per Technical Specification Clause 303.1.as directed by Engineer in Charge.

15
 HM Elec. Gene
Static/ N.Vibrat
It. Water Dozer/ Plant/ rator /Emu Concr ete
Qty Unit Item of Work JCB Tractor Tipper vibratory Paver or/cheep Pump
No. Tanker Loader motor lsion Mixer
Roller spreader
grader Distributor

Construction of granular sub-base by providing well graded material, spreading in uniform

layers with motor grader on prepared surface, mixing by mix in place method with rotavator
287.320 Cubic Meter 10.00 at OMC, and compacting with vibratory wheel roller to achieve the desired density, - 11.49 4.80 - - 4.80 - - 5.75 - - -
complete as per Technical Specification Clause 401.For Grading II Material.as directed by
Engineer in Charge.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water
bound macadam specification including spreading in uniform thickness, hand packing,
rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying
142.788 Cubic Meter 11.00 and brooming, stone screening/binding materials to fill-up the interstices of coarse - - 9.52 - - 2.38 - - 2.86 - - -
aggregate, watering and compacting to the required density grading 2 as per Technical
Specification Clause 405.By Mechanical Means.as directed by Engineer in Charge.

Construction of penetration macadam over prepared base by providing a layer of

compacted crushed coarse aggregate using chips spreader with alternate applications of
bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller
1170.000 Square Meter 12.00 1.52 - - 2.57 - 5.85 - - 0.66 - 1.56 -
to achieve the desired degree of compaction as per Technical Specification Clause 506.50
mm thick.Bitumen (S-65) 60/70 - VG-30.as directed by Engineer in Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor
1170.000 Square Meter 13.00 at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with - 0.94 - - - - - - 0.70 - - 0.94
Hydraulic broom as per Technical Specification Clause 503.
20mm thick Open-Graded Premix Carpet Bituminous (penetration grade/modified bitumen)
Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness
composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or
emulsion to required line, grade and level to serve as wearing course on a previously
1784.400 Square Meter 14.00 2.68 - - 1.62 - 7.14 2.68 2.68 2.68 - - -
prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-
100 kN static roller capacity, finished to required level and grades to be followed by seal
coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
(excluding seal coat)
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified
levels, grade and cross fall using Type A , Type B (by Paver finisher) and Type C as per
1347.600 Square Meter 15.00 1.08 - - 1.08 - 2.70 - - 1.08 - 1.08 -
Technical Specification Clause 510.By Mechanical Means.Case - I : Type A-Bitumen (S-
65) VG-30.as directed by Engineer in Charge.
Construction of dry lean cement concrete Sub-Base over a prepared Sub-grade with coarse
and fine aggregate conforming to IS:383,the size of coarse aggregate not exceeding
25mm,cement content not to be less then 150kg/cum,optimum moisture content to be
determined during trial length construction , concrete strength not to be less then 10 Mpa at
45.000 Cubic Meter 16.00 7day ,mixed in a batching plant/ Weight batch mixer,transported to site with all leads and - 1.80 0.75 - - 0.75 - - 0.90 - - -
lifts,laid with a paver with electronic sensor / by suitable means as approved by Engineer-in-
charges,compacting with vibratory roller ,finishing,curing and including preparation of Sub-
grade Surface if required etc.complete

Reinforced Cement Concrete M 25 grade approach slab including reinforcement @

90.000 Cubic Meter 17.00 50kg/Cum and formwork complete as per drawing and technical specifications Clauses 800 - - - - - - - - - 36.00 - -
and 1211
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be
necessary for foundation and other parts of the work and bailing out water during and after
788.470 Cubic Meter 18.00 excavation as required. - - - - - - - - - - - -
(A) For open Foundation (A 1)For abutment (ii) for Medium Dewatering as directed by
Engineer in Charge.

16
 HM Elec. Gene
Static/ N.Vibrat
It. Water Dozer/ Plant/ rator /Emu Concr ete
Qty Unit Item of Work JCB Tractor Tipper vibratory Paver or/cheep Pump
No. Tanker Loader motor lsion Mixer
Roller spreader
grader Distributor

Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be

necessary for foundation and other parts of the work and bailing out water during and after
210.250 Cubic Meter 19.00 excavation as required. - - - - - - - - - - - -
(A) For open Foundation (A 2) For pier (ii) for Medium Dewatering . as directed by
Engineer in Charge.
Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole
of 32 mm diameter up to 0.75 mtrs depth, placing the dowel in position and effectively
426.860 Number 20.00 - - - - - - - - - - - -
grouting the hole with CM 1:1 proportion etc. complete..as directed by Engineer in Charge.

Providing and laying plain/reinforced cement concrete in substructure complete as per

drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 ,For
1.650 Cubic Meter 21.00 - - - - - - - - - 0.66 - -
height up to 5 meter I) Plain cement concrete grade M 15 (i) Nominal mix (1:2.5:5). as
directed by Engineer in Charge.
Filling annular space around footing in rock as per technical specification Clause 1203.4.3.
173.400 Cubic Meter 22.00 - - - - - - - - - - - -
I) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete
abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width
326.000 Each 23.00 of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing - - - - - - - - - - - -
and technical specification Clauses 614, 709, 1204.3.7.P.V.C. pipe 100 mm dia.as directed
by Engineer in Charge.
Supplying, fitting and placing TMT bar reinforcement (Fe 415) SAIL /TATA/ JINDAL/
12.480 Metric Tonne 24.00 RINL/ ELECTRATERM or equivalent in substructrue complete as per drawings and - - - - - - - - - - - -
technical specification Clauses 1002, 1005, 1010 & 1202
Supplying, fitting, and placing TMT bar reinforcement SAIL/ TATA/ JINDAL/ RINL
19.517 Metric Tonne 25.00 /ELECTRATERM or equivalent in superstructure complete as per drawing and technical - - - - - - - - - - - -
specifications Clauses 1002, 1010 and 1202
Supplying, fitting and placingTMT bar reinforcementf
10.880 Metric Tonne 26.00 SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in foundation complete as per - - - - - - - - - - - -
drawings and technical specifications Clauses 1000 and 1202
Supplying, fitting and placingTMT bar reinforcementf
0.292 Metric Tonne 27.00 SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in foundation complete as per - - - - - - - - - - - -
drawings and technical specifications Clauses 1000 and 1203
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as
0.050 Metric Tonne 28.00 per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 - - - - - - - - - - - -

Providing concrete for plain/reinforced concrete in open foundations complete as per

242.920 Cubic Meter 29.00 drawings and technical specifications Clause 802, 803, 1202 & 1203 II) R.C.C. Grade M- - - - - - - - - - 97.17 - -
25 )
Plain/reinforced cement concrete in substructure complete as per drawings and technical
144.540 Cubic Meter 30.00 specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (R.C.C grade M 25 ) - - - - - - - - - 57.82 - -

Painting two coats including primer coat after filling the surface with synthetic enamel paint
1259.830 Square Meter 31.00 in all shades on new, plastered / concrete surfaces as per drawing and Technical - - - - - - - - - - - -
Specification Clause 1701
Providing and laying filter material underneath pitching in slopes complete as per drawing
809.000 Cubic Meter 32.00 - - - - - - - - - - - -
and technical specifications Clause 1302
Providing & Placing concrete for plain/reinforced concrete in open foundations complete as
per drawings and technical specifications Clause 802, 803, 1202 & 1203
0.320 Cubic Meter 33.00 I) Plain cement concrete grade M 10 (i)Nominal mix 1:3:6. as directed by Engineer in - - - - - - - - - 0.13 - -
Charge.

17
 HM Elec. Gene
Static/ N.Vibrat
It. Water Dozer/ Plant/ rator /Emu Concr ete
Qty Unit Item of Work JCB Tractor Tipper vibratory Paver or/cheep Pump
No. Tanker Loader motor lsion Mixer
Roller spreader
grader Distributor

Providing & Placing concrete for plain/reinforced concrete in open foundations complete as
per drawings and technical specifications Clause 802, 803, 1202 & 1203
67.200 Cubic Meter 34.00 - - - - - - - - - 26.88 - -
II) Plain cement concrete grade M 15 (i)Nominal mix (1:2.5:5). as directed by Engineer in
Charge.
Providing concrete for plain/reinforced concrete in open foundations complete as per
38.060 Cubic Meter 35.00 drawings and technical specifications Clause 802, 803, 1202 & 1203 - - - - - - - - - 15.22 - -
II) P.C.C. Grade M-20 i) Nominal Mix (1:1.5:5)
(Bridge substructure and Foundation:- PCC M-30 ) Providing and laying in situ/ready mix
M-30 plain cement concrete of trap / granite / quartzite / gneiss metal for cast in citu
abutment, returns. including provision of "V" shaped false joints to form suitable panels on
170.710 Cubic Meter 36.00 the faces to approve design with compacting by vibrating and curing complete, including - - - - - - - - - 68.28 - -
plywood / steel form workc entering (excluding dewatering by means of pump ) and
including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by
engineer in charge
(Bridge substructure and Foundation:- RCC M-30 ) Providing and laying in situ / ready mix
M-30 cement concrete of trap / granite / quartzite / gneiss metal for cast in citu R.C.C. solid
piers, column etc. including provision of V shaped false joints to form suitable panels on
220.890 Cubic Meter 37.00 the faces to approve design with compacting by vibrating and curing complete. Including - - - - - - - - - 88.36 - -
plywood / steel formwork, centering (excluding dewatering by means of pump) and
including bailling out water and including CM 1:3 curing complete.

Providing and laying in situ/ ready mix controlled M-30 cement concrete of trap/ granite/
quartzite/ gniess metal for RCC caps over piers and abutments including necessary
sacffolding plywood/ steel formwork, compacting by vibrating, finishing in CM 1:3 and
51.620 Cubic Meter 38.00 - - - - - - - - - 20.65 - -
curing etc complete (Excluding reinforcement) With reversible drum type mixer/ concrete
batch mix plant (panmixer). with fine agreegates of required specifications ( Natural sand/
VSI sand finely washed etc )
Providing and laying insitu / ready mix controlled M-35 cement concrete of trap / granite /
quartzite / gniess metal for reinforced cement concrete stopper including necessary
sacffolding plywood / steel formwork, compacting by vibrating, finishing in CM 1:3 and
1.610 Cubic Meter 39.00 - - - - - - - - - 0.64 - -
curing etc complete (Excluding reinforcement ) With reversible drum type mixer / concrete
batch mix plant (panmixer) . with fine agreegates of required specifications (VSI sand
finely washed etc)
Providing and laying reinforced cement concrete in superstructure as per drawing and
1.170 Cubic Meter 40.00 technical specifications Clauses 800, 1205.4 and 1205.5 ( R.C.C grade M 25 ) - - - - - - - - - 0.47 - -

Providing and laying reinforced cement concrete in superstructure as per drawing and
350.860 Cubic Meter 41.00 technical specifications Clauses 800, 1205.4 and 1205.5 - - - - - - - - - 140.34 - -
(iii)For design mix RCC M 30 a) For RCC Solid Slab
Providing and laying reinforced cement concrete in superstructure as per drawing and
18.190 Cubic Meter 42.00 technical specifications Clauses 800, 1205.4 and 1205.5 - - - - - - - - - 7.28 - -
(iii)For design mix RCC M 30 b) For Kerb
Drainage spouts complete as per drawing and technical specifications Clause 1209.as
24.000 Each 43.00 - - - - - - - - - - - -
directed by Engineer in Charge.
Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per
49.290 Square Meter 44.00 PWD CSR 2020-21) BR Item no.13.02 Pg no 118.as directed by Engineer in Charge. - - - - - - - - - - - -

Expansion joint with 25 mm thich bitumenous pad / Compressible Rubber Pad (Rate as per
38.880 Square Meter 45.00 PWD CSR for 2018-19) BR 43B Item no.14.33 pg no.123.as directed by Engineer in - - - - - - - - - - - -
Charge.
Backfilling behind abutment, wing wall and return wall complete as per drawings &
261.000 Cubic Meter 46.00 - - - - - - - - - - - -
technical specification Clause 1204.3.8 (i)Granular material
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not
260.000 Cubic Meter 47.00 - - - - - - - - - - - -
less then 25 kg beyond curtain wall

18
 HM Elec. Gene
Static/ N.Vibrat
It. Water Dozer/ Plant/ rator /Emu Concr ete
Qty Unit Item of Work JCB Tractor Tipper vibratory Paver or/cheep Pump
No. Tanker Loader motor lsion Mixer
Roller spreader
grader Distributor

Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement
33.750 Cubic Meter 48.00 complete as per drawing and technical specifications Clauses 800 and 1206 - - - - - - - - - 13.50 - -

Providing and laying of dry rubble flooring complete as per drawings and technical
243.000 Cubic Meter 49.00 - - - - - - - - - - - -
specifications Clause 1303.3
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as
43.680 Square Meter 50.00 - - - - - - - - - - - -
per drawing and technical specifications(250mm deep)
Providing and laying pitching on slopes laid over prepared filter media as per drawing and
715.300 Cubic Meter 51.00 technical specifications Clause 1302 - - - - - - - - - - - -
I) Stone/Boulder as directed by Engineer in Charge.
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as
per IRC:8 fixing in position including painting and printing, etc as per drawing and
4 Each 52.00 - 0.84 - - - - - - - - - -
Technical Specification Clause 1703
200 meter Stone (precast). as directed by Engineer in Charge.
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as
per IRC:25, fixed in position including finishing and lettering but excluding painting as per
100.000 Each 53.00 - 21.00 - - - - - - - - - -
drawing and Technical Specification Clause 1704.as directed by Engineer in Charge.

Providing and fixing Semi reflective type typical MMGSY informatory sign board with
Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and
middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower
plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron
frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos.
75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15
1.000 Each 54.00 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most - 0.08 - - - - - - - 0.05 - -
diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate
tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border
etc. will be with reflective engineering grade tape as per MORD specifications of required
shade and colour. All sections of framed posts and steel tube will be painted with primer
and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Providing and fixing Semi refeflective type typical MMGSY Citizen information board as
per specification provided on detailed drawing of NRRDA having frame size of 2500 x
1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60
x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a
CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All
1.000 Each 55.00 lettering and painting arrows border etc. will be will be with reflective engineering grade - 0.08 - - - - - - - 0.05 - -
tape as per MORD specifications of required shade and colour. as mentioned in detailed
drawing. All sections of framed posts and steel tube shall be painted with primer and two
coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. CMGSY-
2007/CR/145/Yojana-9 dt. 4.4.2007)

19
 HM Elec. Gene
Static/ N.Vibrat
It. Water Dozer/ Plant/ rator /Emu Concr ete
Qty Unit Item of Work JCB Tractor Tipper vibratory Paver or/cheep Pump
No. Tanker Loader motor lsion Mixer
Roller spreader
grader Distributor

Sign Board of MMGSY / PMGSY Project Information : Providing and fixing of typical
retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per
section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and
drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum
Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be
of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of
25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be
1.000 Each 56.00 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on - 0.08 - - - - - - - 0.05 - -
edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with
MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and
flat iron frame will be done neatly to have plain surface on one side. The angle iron frame
of lower most plate and flat iron frame of the middle plate will be welded to two nos.
75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top
of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and
these posts will be embeded in cement concrete M15 grade block of 450x450x600mm
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard
markers, Object markers) 80 to 100 cm high above ground level, painted black and white in
60.000 Each 57.00 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular - - - - - - - - - - - -
reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C.
79 and the drawings
supplying and fixing of moulded shank raised pavement markars / cat eye made of
polycarbonate and ABS moulded body and reflective panels with micro prismatic lens
capable of providing total internal reflection of the light entering the lens face and shall
200.000 Each 58.00 - - - - - - - - - - - -
support a load of 16000 kg tested in accordence to ASTM D 4280 type H and complying
specification of category A of Morth circular No RW/NH/33023/10-97 DO III DT
11.06.1997
Providing fitting and fixing mild steel railing complete as per drawing and technical
180.000 Running Meter 59.00 - - - - - - - - - - - -
specifications Clause 1208.2
Providing and erecting direction and place identifications of semi reflective sign boards as
per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in
front and grey colour on back with red reflective border of 70 mm width and required
message, letters, figures with reflective engineering grade tape as per MORD specifications
of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG
2.700 Square Meter 60.00 - 0.22 - - - - - - - 0.14 - -
Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges
on back firmly fixed to the ground by means of properly designed foundations with M-15
grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per
approved drawing and Technical Specification Clause 1701

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as
per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray
colour on back with red reflective border of 65 mm width and required letters and figures
with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of
2.000 Each 61.00 required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube - 0.16 - - - - - - - 0.10 - -
firmly fixed to the ground by mean of properly designed foundations with M-15 grade
cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing
Clause 1701.2.2

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed
road marking paint conforming to IS:164 on bituminous/concrete surface, including
48.00 Square Meter 62.00 cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic - - - - - - - - - - - -
control as per drawing and Technical Specification Clause 1702

20
 HM Elec. Gene
Static/ N.Vibrat
It. Water Dozer/ Plant/ rator /Emu Concr ete
Qty Unit Item of Work JCB Tractor Tipper vibratory Paver or/cheep Pump
No. Tanker Loader motor lsion Mixer
Roller spreader
grader Distributor

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as
per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray
colour on back with red reflective border of 65 mm width and required letters and figures
with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of
required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube
8.000 Numbers 63.00 firmly fixed to the ground by mean of properly designed foundations with M-15 grade - 0.64 - - - - - - - 0.40 - -
cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing
Clause 1701.2.2

600 mm Equilateral triangle

Providing and fixing 90cmx60cm Marble plate engraving 10cm. Height letter,figures
1.000 Numbers 64.00 including painting the lefters/figures with approved colour and shade complete - - - - - - - - - - - -

212.04 37.33 270.46 1592.46 61.90 183.21 2.68 2.68 76.53 574.19 2.64 555.11
TOTAL

21
 Improvement & 5 Year Maintenance of Construction of Bridge on Kalamb to Kalamb Thakurwadi Road @ Chainage1+100 km, Tal Sudhagad, District Raigad

Fuel-Abstract
Material Quantity Unit SOR Trips Lead Up & Down Machinery Quantity Unit Petrol Diesel Eng.Oil Gear Oil Grease
LF Km

Metal G-I 0 Cum 5.5 0 25.00 0 Tipper 82950 Kms ------ 27650 207 165.9 110.60
Metal G-II 242.97 Cum 5.5 45 25.00 2250 Truck 720 Kms ------ 240 1.80 1.4 0.96
Rubble 1156.46 Cum 5.5 211 25.00 10550 Bouzer 460 Kms ------ 153 1.15 0.9 0.61
Earth :Upto 1Km 16003 Cum 5.5 2910 5.00 29100 JCB 212.04 Hrs ------ 1378 254.45 4.2 127.22
:More than 0 Cum 5.5 0 5.00 0 Tractor 37.33 Hrs ------ 112 0.09 0.1 0.07
1Km
:From Borrow 0 0 Water 0.68 0.5 0.54
pit 0 Cum 5.5 5.00 Tanker 270.46 Hrs ------ 811

CB Metal 3231 Cum 5.5 588 25.00 29400 Tipper 1592.46 Hrs ------ 7962 3.98 3.2 3.18
H.M. 2693.20 Cum 5.5 490 5.00 4900 Dozer 61.9 Hrs ------ 340 14.86 3.7 9.29
135 6750 Static 18.32 5.5 23.82
Sand 739.45 Cum 5.5 25.00 Roller 183.21 Hrs ------ 733

Total Kms of Tipper 82950 HM Plant 2.68 Hrs ------ 576 2.68 0.00 0.27
RCC Pipe 0 MT 10 0 40.00 0 Paver 2.68 Hrs ------ 8 0.13 0.11 0.13
65 650 Elec. 0.19 0.2 0.15
Cement 646.22 MT 10 5.00 Generator 76.53 Hrs ------ 1071

Steel 64.70 MT 10 7 5.00 70 Concrete 574.19 Hrs ------ 1148 57.42 57.4 57.42
Mixer
Total Kms of Truck 720 N.Vibrator 2.64 Hrs 2 0 0.01 0.0 0
Pump 555.11 Hrs ------ 555.11 1.39 0.0 0
RS-I 0.46 MT 10 1 115.00 230 Total of Fuel 2 42740 565 243 334
SS-I 0 MT 10 0 115.00 0 Rate of Fuel 82.54 69.41 279.93 279.93 279.93
S-65 5.98 MT 10 1 115.00 230 Cost of Fuel 165.08 2966561.88 158028.88 68073.38 93569.40
Total Kms of Bouzer 460 Total cost of POL-Rs. 3286398.6
 Improvement & 5 Year Maintenance of Construction of Bridge on Kalamb to Kalamb Thakurwadi Road @ Chainage1+100 km, Tal Sudhagad, District Raigad
Approximate Standard Requirement
Pump,
Water Static HM Elec.Gene Concrete N.Vibra
Material Tipper Truck Bouzer JCB Tractor Tipper Dozer Paver 24000
Tanker Roller Plant rator Mixer tor
lit/hrs
Petrol ( liter) ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ 0.9 ------
After use 1
Unit Kms Kms Kms Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs

Diesel ( liter) 1 1 1 6.5 3 3 5 5.5 4 215 3 14 2 0 1

After use 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1
Unit Kms Kms Kms Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs

Eng.Oil( liter) 1 1 1 1.2 0.0025 0.0025 0.0025 0.24 0.1 1 0.05 0.0025 0.1 0.0025 0.0025
After use 400 400 400 1 1 1 1 1 1 1 1 1 1 1 1
Unit Kms Kms Kms Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs

Gear Oil ( liter) 1 1 1 0.02 0.002 0.002 0.002 0.06 0.03 0 0.04 0.002 0.1 0
After use 500 500 500 1 1 1 1 1 1 1 1 1 1 1 1
Unit Kms Kms Kms Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs

Grease (Kilogr 1 1 1 0.6 0.002 0.002 0.002 0.15 0.13 0.1 0.05 0.002 0.1 0
After use 750 750 750 1 1 1 1 1 1 1 1 1 1 1 1
Unit Kms Kms Kms Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs