Validate Print Help Item Rate BoQ

Tender Inviting Authority: Executive Director, RUDSICO on behalf of Local Self Department, Rajasthan

Name of Work : Providing, laying, jointing, testing and commissioning of sewer system and all ancillary works along with Design, construction, supply, installation, testing and
commissioning (Civil, Mechanical, Electrical & other necessary works) including 1 year defect liability with 10 years O&M for Alwar town
Package No:- AMRUT-2.0/RAJ/SEWERAGE/24

Contract No: A (Alwar Town) NIT No. 3 / 2023-24

Bidder N.P. Patel & Co. in Joint Venture with Ashwath Infratech Pvt Ltd (NPPC-AIPL Joint Venture)
Name :

PRICE SCHEDULE
(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this
tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER TEXT # NUMBER # TEXT # NUMBER # NUMBER # TEXT #

#
Sl. Item Description Quantity Units BASIC RATE In Figures To TOTAL AMOUNT TOTAL AMOUNT
No. be entered by the Bidder With Taxes In Words
Rs. P
1 2 3 4 5 54 7
1 Fix Provision for O&M of all facilities created 1.0000 Job 87000000.0000 #VALUE! #VALUE!
under this contract including but not limited to
Sewer Line System for Ten Years as per Tender
Document.
Bidder should fill amount Rs.
87000000.00

2 Provision of Provisional Sum to be used as per 1.0000 Job 28440000.0000 #VALUE! #VALUE!
Tender Document (FIXED)

Bidder should fill amount Rs.

28440000.00

Total in Figures #VALUE! #VALUE!

Quoted Rate in Words #VALUE!

 Validate Print Help Percentage BoQ
Tender Inviting Authority: Executive Director, RUDSICO on behalf of Local Self Department, Rajasthan

Name of Work : Providing, laying, jointing, testing and commissioning of sewer system and all ancillary works along with Design, construction, supply, installation, testing and commissioning (Civil, Mechanical,
Electrical & other necessary works) including 1 year defect liability with 10 years O&M for Alwar town
Package No:- AMRUT-2.0/RAJ/SEWERAGE/24

Contract No: A (Alwar Town) NIT No. 3 / 2023-24

Bidder Name : N.P. Patel & Co. in Joint Venture with Ashwath Infratech Pvt Ltd (NPPC-AIPL Joint Venture)

PRICE SCHEDULE
(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to
enter the Bidder Name and Values only )
NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT #
Sl. Item Description Quantity Units RUIDP SoR TOTAL AMOUNT TOTAL AMOUNT
No. 2022 Rate In Words
1 2 3 4 5 6 7
1 Dismantling of flexible pavements for sewer line and manholes and
disposal of dismantled materials up to a lead of 50 metres as
directed by Engineer including allowances for any additional
dismantling beyond the drawings (measurement for payment to be
as per standard drawings), re-handling of material/earth to
complete the task.
1.01 Bituminous Courses 2794.00 cum 493.5000 #VALUE! #VALUE!

1.02 Granular Courses 11174.00 cum 343.5000 #VALUE! #VALUE!

2 Dismantling of cement concrete pavement for sewer line and manholes 3270.00 cum 1170.0000 #VALUE! #VALUE!
by mechanical means using pneumatic tools, cutting the peripheral edge
by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and
stock piling at designated locations and disposal of dismantled materials
up to a lead of 1000 metres including allowances for any additional
dismantling beyond the drawings (measurement for payment to be as
per standard drawings), rehandling of material/earth to complete the
task.

3 Dismantling of existing structures like culverts, bridges, retaining

walls, CC road and other structure comprising of masonry, cement
concrete, wood work, steel work, including T&P and scaffolding
wherever necessary, sorting the dismantled material, disposal of
unserviceable material and stacking the serviceable material with
all lifts and lead of 50 metres as directed by Engineer.

3.01 Lime Concrete, cement concrete grade M-10 (1:5:10) and below 1250.00 cum 365.0000 #VALUE! #VALUE!

3.02 Cement Concrete Grade M-15 and above and PCC blocks 700.00 cum 620.0000 #VALUE! #VALUE!

3.03 In cement mortar 900.00 cum 365.5000 #VALUE! #VALUE!

3.04 Rubble stone masonry in cement mortar 1850.00 cum 357.5000 #VALUE! #VALUE!

4 Providing, laying, spreading and compacting of granular sub-base

by providing close graded Material, mixing in a mechanical mix
plant at OMC, carriage of mixed Material to work site, spreading in
uniform layers with motor grader on prepared surface and
compacting with vibratory power roller to achieve the desired
density, complete as per MoRT&H specification clause - 401
including all material, labour, machinery, lighting, guarding and
maintenance of diversion.

4.01 Grading - I Material 6816.00 cum 1324.0000 #VALUE! #VALUE!

5 Providing, laying, spreading (with paver finisher only) and compacting 8995.00 cum 1704.0000 #VALUE! #VALUE!
wet mix macadam (WMM) base course comprising of graded stone
aggregate and granular material conforming to MORT&H specifications
(Table 400-II) in layers of equal compacted thickness each consolidated,
including pre-mixing the material with water at OMC in mechanical mixer
(Pug Mill), carriage of mixed material by tippers to site, laying in uniform
layers in base course on a well prepared sub-base/ base course and
compacting with power vibratory-roller to achieve the desired density
complete as per MoRT&H specification clause - 406 including all
material, labour, machinery, lighting, guarding and maintenance of
diversion.

6 Milling of existing bituminous surface to specified depth of bituminous 256258.00 sqm 59.7000 #VALUE! #VALUE!
layer including disposal of removed material with all lift and lead upto
1000 m etc complete. Using machine like Writgen (W100) or equivalent

7 Providing and applying primer coat over prepared surface of granular 256258.00 sqm 27.7000 #VALUE! #VALUE!
base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6
kg/sqm with the help of spray set fitted on bitumen Container (boiler)
after cleaning the surface including removing of binding material and
other foreign matter with wire brushes and small picks, sweeping with
brooms or soft brushes and finally dusting with old gunny bags and
compressed air to receive bituminous treatment complete as per clause
502 of MoRT&H specification including all material, labour, machinery,
lighting, guarding and maintenance of diversion.

8 Providing and applying tack coat on the prepared surface with bitumen 256258.00 sqm 9.9000 #VALUE! #VALUE!
emulsion as per IS: 8887 and approved quality @ 0.2 kg/sqm with the
help of spray set fitted on bitumen Container (boiler) after cleaning the
surface with brooms or soft brushes and finally dusting with old gunny
bags and compressed air to receive bituminous treatment complete as
per clause 502 of MoRT&H specification including all material, labour,
machinery, lighting, guarding and maintenance of diversion.

9 Providing and laying 20mm thick Mix Seal Surfacing on a prepared

surface in a single course composed of specified graded crushed
aggregates as per table (500-19) premixed with bituminous binder
(including cost of anti-stripping compound, wherever required) with
lead of mixed material up to 1 Km. [MoRTH Specification: Clause
508 & 112) in a hot mix plant 40-60 TPH with Front end loader,
laying with paver finisher transporting the mixed material up to lead
of 20 km by tipper and rolling with power roller 8-10 tonne to
achieve density approved by the department with all lead, but
excluding cost of track coat.

9.01 Type "B" (19 Kg. Binder per 10 Sqm) bitumen VG 30 69726.00 sqm 131.5000 #VALUE! #VALUE!
Sl. Item Description Quantity Units RUIDP SoR TOTAL AMOUNT TOTAL AMOUNT
No. 2022 Rate In Words
1 2 3 4 5 6 7
10 Providing and laying 30-45 mm compacted thickness Bituminous
Concrete as per design mix (approved by Engineer) on prepared
surface with specified grade stone aggregate as per Table - 500-18
with bitumen for wearing course including loading of aggregate
with F.E. loader and hot mixing of stone aggregate and bitumen
(including Cost of anti stripping compound Minimum 1% in
Lime/Cement as per design wherever required) in computerised hot
mix plant, transporting the mixed material by tippers to paver and
laying with paver finisher fitted with electronic sensing device (as
per clause 504-3.5) to the required level and grade and compacting
by power rollers and vibratory rollers or 150 to 250 KN pneumatic
tyred roller with TP = 0.7 Mpa, to achieve the desired density
complete as per clause 509 of MoRT&H specification including all
material, labour, machinery, lighting, guarding and maintenance of
diversion but excluding primer/tack coat.

10.01 Grade-II with Bitumen VG-grade 30 @ 6% (percent by weight of total 6825.00 Cum 9110.0000 #VALUE! #VALUE!
mix)
11 Providing and laying bituminous macadam in 50/75 mm compacted
thickness on prepared surface with specified graded crushed stone
aggregates as per Table 500-4, Grading-II for base/ binding course,
loading of aggregate with F.E. loader, heating and mixing of stone
aggregate and bitumen in computerised hot mix plant, transported
to site by tippers to paver, laid over a previously prepared surface
with paver finisher fitted with electronic sensing device to the
required grade, level and alignment and rolling with power roller
and vibratory compactor as per clauses 501.6 and 501.7 to achieve
the desired compaction complete as per clause 504 of MoRT&H
specification and including all material, labour, machinery, lighting,
guarding and maintenance of diversion but excluding cost of
primer/ tack coat.

11.01 With Bitumen VG-grade 30 @ 3.3% (percentage by weight of total mix) 11375.00 cum 5380.0000 #VALUE! #VALUE!

12 Providing and laying in position cement concrete 1:3:6 (1 Cement : 1 4501.00 cum 5740.0000 #VALUE! #VALUE!
graded stone aggregate 20 mm nominal size) in base course complete
including all material, labour, machinery, lighting, guarding for road
restoration under sewer line and manhole work including allowances for
any additional road restoration beyond the drawings (measurement for
payment to be as per standard drawings) to complete the task
13 Providing and laying un-reinforced, dowel jointed, plain cement
concrete mix in pavement over a prepared sub base with 43 grade
cement, coarse and fine aggregate conforming to IS: 383, maximum
size of coarse aggregate not exceeding 25 mm, mixed in a batching
and mixing plant as per approved mix design, transported to site,
laid with a fixed form or slip form paver, spread, compacted and
finished in a continuous operation including provision of
contraction, expansion, construction and longitudinal joints, joint
filler, separation membrane, sealant primer, joint sealant,
debonding strip, dowel bar, tie rod, admixtures as approved, curing
compound, finishing to lines and grades complete as per drawing
and as per clause 602, 112 of MoRT&H specification including all
material, labour, machinery, lighting, guarding and maintenance of
diversion.

13.01 PCC M-30 9811.00 cum 6310.0000 #VALUE! #VALUE!

14 Providing and laying un-reinforced, plain cement concrete mix with

Concrete Mixer & vibrator pavement over a prepared sub base with
43 grade cement , coarse and fine aggregate conforming to IS: 383,
maximum size of coarse aggregate not exceeding 25 mm, mixed as
per approved mix design, laid, spread, compacted and finished in a
continuous operation including provision of contraction,
expansion, construction and longitudinal joints etc including all
material, labour, machinery, lighting, guarding and maintenance of
diversion.

14.01 PCC M-30 7913.00 cum 5820.0000 #VALUE! #VALUE!

15 Providing and fixing of precast concrete interlocking tiles of desired 1750.00 sqm 855.0000 #VALUE! #VALUE!
shape of M 30 grade manufactured from fully computerized automatic
stationery hydraulic viebro pressed machine and fully computerized
automatic batching plant of class A1/A2 as per BS 6717:2001. The CC
interlocking paving blocks be laid on average 50mm. thick bed of coarse
sand and the joint is to be filled with fine sand. Laying procedure on
compacted sub-base as defined. Complete job is to be executed as per
the instruction of Engineer incharge. The rates to be inclusive of all lead
& Lifts etc. complete as per specifications. Tensile splitting strength,
abrasion and braking load etc. as per BS 6717:2001, Grey cement.
100mm thick.

16 Earth work for Sewer line and Manhole in excavation in foundation,

trenches manholes, road side chambers etc. including dressing of
sides and ramming of bottoms, including getting out the excavated
material, refilling after laying pipe/ foundation and disposal of
surplus excavated material at a lead upto 50m suitable site as per
direction of Engineer for following depths, below natural ground /
Road top level including allowances for any additional excavation
beyond the drawings (measurement for payment to be as per
standard drawings), re-handling of material/earth to complete the
task.

16.01 In all types soils/ saturated soil such as moorum, sand, sandy silt,
clay, black cotton soil, kankar, etc.
16.02 Depth upto 1.5 m 312540.00 cum 274.5000 #VALUE! #VALUE!

16.03 Depth above 1.5 m and upto 3.0 m 103194.00 cum 293.7000 #VALUE! #VALUE!

16.04 Depth above 3.0 m and upto 4.5 m 5570.00 cum 318.4000 #VALUE! #VALUE!

16.05 Depth above 4.5 m and upto 6.0 m 915.00 cum 351.4000 #VALUE! #VALUE!

16.06 Depth above 6.0 m and upto 7.5 m 123.00 cum 392.5000 #VALUE! #VALUE!

16.07 In ordinary rock

16.08 Depth upto 1.5 m 14044.00 cum 1172.0000 #VALUE! #VALUE!

Sl. Item Description Quantity Units RUIDP SoR TOTAL AMOUNT TOTAL AMOUNT
No. 2022 Rate In Words
1 2 3 4 5 6 7
16.09 Depth above 1.5 m and upto 3.0 m 4079.00 cum 1254.0000 #VALUE! #VALUE!

16.10 Depth above 3.0 m and upto 4.5 m 13876.00 cum 1359.5000 #VALUE! #VALUE!

16.11 In hard Rock (Blasting prohibited)

16.12 Depth above 1.5 m and upto 3.0 m 1813.00 cum 4242.5000 #VALUE! #VALUE!

16.13 Depth above 3.0 m and upto 4.5 m 810.00 cum 4599.0000 #VALUE! #VALUE!

16.14 Depth above 4.5 m and upto 6.0 m 343.00 cum 5075.0000 #VALUE! #VALUE!

16.15 Depth above 6.0 m and upto 7.5 m 46.00 cum 5670.0000 #VALUE! #VALUE!

17 Add extra for excavation in saturated soil, silt, rock and sludge
where pumping or bailing out of water including well point if
required for sewer line and manhole.
17.01 Excavation depth from ground level 0.0 to 9.0 m

17.02 Excavation from Encountered depth of water table 0.0 to 1.5 m 78021.00 cum 54.9000 #VALUE! #VALUE!

17.03 Excavation from Encountered depth of water table 1.5 to 3.0 m 27196.00 cum 110.0000 #VALUE! #VALUE!

17.04 Excavation from Encountered depth of water table 3.0 to 4.5 m 3646.00 cum 219.5000 #VALUE! #VALUE!

18 Providing and fixing OPEN timbering in trenches of sewer line and

manholes including strutting, shoring and packing cavities
(wherever required) complete for following depth below NGL.
Sl. Item Description Quantity Units RUIDP SoR TOTAL AMOUNT TOTAL AMOUNT
No. 2022 Rate In Words
1 2 3 4 5 6 7
18.01 Depth upto 3.0 m 67785.00 sqm 69.3000 #VALUE! #VALUE!

18.02 Depth more than 3.0 m and upto 6.0 m 14585.00 sqm 69.9000 #VALUE! #VALUE!

18.03 Depth beyond 6.0 m 459.00 sqm 71.1000 #VALUE! #VALUE!

19 Extra for planking, strutting and packing material for cavities IN OPEN 415.00 sqm 458.5000 #VALUE! #VALUE!
TIMBERING of sewer line and manholes if required to be left
permanently in position (face area of timber permanently left to be
measured)
20 Providing and fixing CLOSE timbering in trenches of sewer line and
manholes including strutting, shoring and packing cavities
(wherever required) complete. (Measurements to be taken of the
face area timbered) for following depth below NGL.

20.01 Depth upto 3.0 m 9857.00 sqm 136.0000 #VALUE! #VALUE!

20.02 Depth more than 3.0 m and upto 6.0 m 4248.00 sqm 137.5000 #VALUE! #VALUE!

20.03 Depth beyond 6.0 m 526.00 sqm 140.0000 #VALUE! #VALUE!

21 Extra for planking, strutting and packing material for cavities IN CLOSE 350.00 sqm 1078.0000 #VALUE! #VALUE!
TIMBERING of sewer line and manholes if required to be left
permanently in position (face area of timber permanently left to be
measured)
22 Providing and fixing close timbiring made of Steel Girder Piling in
sewer line and manholes work for support the both side of trenches
with ISMB 250 as vertical member at 1.25 m centre to centre, ISMB
250 as horizontal member for tie at two depths, Struts to support
the both side of trench of ISMB 250 and face of trench to be
covered with 100*100*1235 mm wooden planks and removing Steel
Girder piling after laying the sewers etc. complete as per
specifications and as directed by Engineer. (Measurements to be
taken of the face area timbered)

22.01 Depth more than 3.0 m and upto 6.0 m 17450.00 sqm 541.0000 #VALUE! #VALUE!

22.02 Depth beyond 6.0 m 612.00 sqm 649.0000 #VALUE! #VALUE!

23 Carriage of Materials by mechanical transport including loading,

unloading and
stacking ::
23.01 Earth

23.02 lead up to 1 Km 63812.00 cum 152.0200 #VALUE! #VALUE!

23.03 lead up to 2 Km 47859.00 cum 176.1700 #VALUE! #VALUE!

23.04 lead up to 3 Km 31906.00 cum 200.1100 #VALUE! #VALUE!

23.05 lead up to 4 Km 15953.00 cum 223.2900 #VALUE! #VALUE!

24 Providing and fixing Barricading at site of work for restricting the general 195864.00 metre 48.1000 #VALUE! #VALUE!
public using 40 mm dia M.S. pipe ("B" class) as vertical post with
average spacing of 1.80 meter between two vertical posts, having height
at least 1.5 m above road/ ground level and at least 30-45 cm below
road/ ground level by making suitable size hole in road/ ground,
providing and fixing suitably two rows of 100mm wide PVC Tape
preferabley of red colour. The M.S. pipe shall be painted in red and white
colour strips as per approved pattern as and when it becomes shabby
but at least after every alternate shifting at new location. After shifting/
removal of barricading the hole shall be filled up properly and site is to be
cleared in all respect. (Note: measurement is to be done in linear basis).

25 Providing and fixing Barricading at site of work for restricting the general 73942.00 metre 63.5000 #VALUE! #VALUE!
public using 40 mm dia M.S. pipe ("B" class) as vertical post with
average spacing of 1.80 meter between two vertical posts, having height
at least 1.5 m above road/ ground level and at least 30-45 cm below
road/ ground level by making suitable size hole in road/ ground,
providing and fixing two rows of 40 mm dia M.S. pipe ("B" class) as
horizontal members with nuts & bolts. Both vertical and horizontal
members shall be painted in red and white colour strips as per approved
pattern as when it becomes shabby but at least after every alternate
shifting at new location. After shifting/ removal of barricading holes shall
be filled up properly and site is to be cleared in all respect. (Note:
measurement is to be done in linear
basis).

26 Providing and Fixing Minimum 0.63mm thick GI corrugated sheets 44680.00 sqm 134.0000 #VALUE! #VALUE!
(minimum width of each sheet shall be 60 cm) for covering the
barricading in one/ two rows one above another and painting in red and
white stripes as per the specifications and directions of the Engineer
Incharge with proper fixing arrangements with GI limpet washers nuts
and bolts complete in all respect.

27 Providing, lowering, laying, aligning, fixing in position and jointing

at all level/ depths full round HDPE DWC (double wall corrugated)
pipes of SN8 grade as per IS 16098 (Part 2) amended upto date in
trenches in complete including all material, labour, sectional hydro
testing (including the cost and conveyance of water to site for
testing) and commissioning as per Technical Specifications,
drawings and as per direction of Engineer.
Note : E/w to be measured and paid separately.

27.01 200 mm 41814.00 metre 627.0000 #VALUE! #VALUE!

27.02 250 mm 7329.00 metre 964.0000 #VALUE! #VALUE!

27.03 300 mm 1833.00 metre 1327.0000 #VALUE! #VALUE!

Sl. Item Description Quantity Units RUIDP SoR TOTAL AMOUNT TOTAL AMOUNT
No. 2022 Rate In Words
1 2 3 4 5 6 7
28 Providing at site, lowering & laying in trenches, aligning & jointing
of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up
to date) marked and pipes from 300 mm and upto 1800 mm
manufactured through vertical / vibrated casting process at all
depths with Rubber gaskets (EPDM/SBR) for sewer lines as per IS:
5382 (including cost of Rubber gaskets, lubricants) as per drawing,
sectional hydro testing of the sewer pipe line (including cost and
conveyance of water to site for testing) etc., complete as per
specification and / or as directed by Engineer. Note : E/w to be
measured and paid separately. Length of pipe shall be measured in
between the outer wall of two manholes / Inspection chambers.
Pipe in the manhole/inspection chamber’s wall shall deemed to be
included in the item of manhole/inspection chamber shall not be
payable.

28.01 350 mm Dia 2648.00 metre 1872.0000 #VALUE! #VALUE!

28.02 400 mm Dia 394.00 metre 2190.0000 #VALUE! #VALUE!

28.03 450 mm Dia 1083.00 metre 2715.0000 #VALUE! #VALUE!

28.04 Add extra for manufacturing of RCC pipe with Sulphate Resistant
Cement instead of OPC/PPC cement
NP4 Pipes

28.05 350 mm Dia 2648.00 metre 53.1000 #VALUE! #VALUE!

28.06 400 mm Dia 394.00 metre 59.3000 #VALUE! #VALUE!

28.07 450 mm Dia 1083.00 metre 65.5000 #VALUE! #VALUE!

29 Providing at site, lowering, laying, aligning, fixing in position and

jointing in trenches at all level/ depths, ISI marked following class
AC (Mazza process) pipes for sewer and drainage application as per
IS 6908-1991 (amended upto date) with AC coupler joints sealed
with Rubber gaskets (EPDM/SBR) as per IS 5382 complete including
cost of all materials, labour, jointing, water, sectional hydro testing
(including cost and conveyance of water to site for testing) etc. and
commissioning as per Technical Specifications and as per direction
of Engineer. Note : E/w to be measured and paid separately. Length
of pipe shall be measured in between the outer wall of two
manholes / Inspection chambers. Pipe in the manhole/inspection
chamber’s wall shall deemed to be included in the item of
manhole/inspection chamber shall not be payable. Class 1

29.01 200 mm Nominal dia 23465.00 metre 833.0000 #VALUE! #VALUE!

29.02 300 mm Nominal Dia 1690.00 metre 1373.0000 #VALUE! #VALUE!

29.03 400 mm Nominal Dia 1445.00 metre 2123.0000 #VALUE! #VALUE!

29.04 500 mm Nominal Dia 1447.00 metre 3155.0000 #VALUE! #VALUE!

29.05 600 mm Nominal Dia 1035.00 metre 3805.0000 #VALUE! #VALUE!

29.06 700 mm Nominal Dia 327.00 metre 6870.0000 #VALUE! #VALUE!

29.07 800 mm Nominal Dia 206.00 metre 9050.0000 #VALUE! #VALUE!

29.08 900 mm Nominal Dia 315.00 metre 9820.0000 #VALUE! #VALUE!

29.09 1000 mm Nominal Dia 627.00 metre 13800.0000 #VALUE! #VALUE!

30 Extra for excavation of driven pit/ exit pit / intermediate pit beyond 3
metre depth, required for pushing/ pulling of MS/HDPE/RCC pipe in
trenchless technology, with proper protection at three sides with
shoring sheets/ wooden planks and ISMB's, maintaining during
pushing/ puling of pipe, back filling, necessary de-watering
including all machinery, tools, and tackles required as per
specification and the direction of the Engineer.

30.01 In all types of soil 827.00 per pit per metr 30700.0000 #VALUE! #VALUE!

30.02 In rocks 551.00 per pit per metr 61500.0000 #VALUE! #VALUE!

31 Providing granular bedding having width = outer dia of pipe (Bc) +

500mm, thickness below pipe = 0.25Bc or 100mm (whichever is
higher) and haunching = 0.5Bc, with graded hard crusher broken
stone of 100% passing through 20mm sheive, 20 to 50 % passing
through 10mm sheive and 100 % retain on 6.3mm sheive, laying in
layers of thickness 10/15cm including ramming, consolidation etc
complete for PVC/HDPE pipes of following sizes as per drawing and
or as directed by Engineer.

31.01 110 mm nominal dia 33000.00 metre 109.0000 #VALUE! #VALUE!

31.02 160 mm nominal dia 12000.00 metre 124.0000 #VALUE! #VALUE!
31.03 200 mm Nominal dia 41814.00 metre 138.5000 #VALUE! #VALUE!
31.04 250 mm Nominal dia 7329.00 metre 155.5000 #VALUE! #VALUE!
31.05 315 mm Nominal dia 1833.00 metre 177.0000 #VALUE! #VALUE!
32 Providing granular bedding having width = outer dia of pipe (Bc) +
500mm, thickness below pipe = 0.25Bc or 100mm (whichever is
higher) and haunching = 0.5Bc, with graded hard crusher broken
stone of 100% passing through 20mm sheive, 20 to 50 % passing
through 10mm sheive and 100 % retain on 6.3mm sheive, laying in
layers of thickness 10/15cm including ramming, consolidation etc
complete for all type of pipes of following sizes as per drawing and
or as directed by Engineer.

32.01 200 mm internal diameter 23465.00 metre 158.0000 #VALUE! #VALUE!

32.02 300 mm internal diameter 1690.00 metre 199.5000 #VALUE! #VALUE!

32.03 350 mm internal diameter 2648.00 metre 263.5000 #VALUE! #VALUE!

32.04 400 mm internal diameter 1839.00 metre 298.5000 #VALUE! #VALUE!

Sl. Item Description Quantity Units RUIDP SoR TOTAL AMOUNT TOTAL AMOUNT
No. 2022 Rate In Words
1 2 3 4 5 6 7
32.05 450 mm internal diameter 1083.00 metre 335.5000 #VALUE! #VALUE!

32.06 500 mm internal diameter 1447.00 metre 371.0000 #VALUE! #VALUE!

32.07 600 mm internal diameter 1035.00 metre 467.5000 #VALUE! #VALUE!

32.08 700 mm internal diameter 327.00 metre 549.0000 #VALUE! #VALUE!

32.09 800 mm internal diameter 206.00 metre 653.0000 #VALUE! #VALUE!

32.10 900 mm internal diameter 315.00 metre 761.0000 #VALUE! #VALUE!

32.11 1000 mm internal diameter 627.00 metre 889.0000 #VALUE! #VALUE!

33 Providing, fixing and constructing of pre-cast RCC M-40 grade

circular manholes with internal dia 1.0m and up to specified depth
having pre-cast RCC M-40 grade circular manhole cover frame (ID
0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID 1.0m,
vertical height 0.805m, wall thickness 125mm), and circular rings of
required heights (ID 1.0m, height 150/225/300/600 mm, wall
thickness 125mm) below conical piece as per required depth of
manhole and having steel reinforcement in conical piece @ not less
than 80 kg per cum of concrete, including cast-in-situ PCC M-10
grade (1:3:6) foundation of 1.625m dia and 150mm thickness, PCC
M15 grade circular wall ID 0.925m, wall thickness 200mm, height
equal to ID of sewer pipe + one wall thickness of pipe + 50 mm (to
flush the manhole frame with road top, height of wall can be
increased but not more than 100mm), PCC M15 grade benching and
channel portion and up to top level of sewer pipe etc complete with
curing compaction and form work, supplying and fixing heavy duty
SFRC manhole cover as per IS 12592 (Part I and II), supplying and
fixing plastic encapsulated CI/MS foot steps / SFRC foot steps,
including cost of shuttering, steel reinforcement, testing for water
tightness etc. complete in all respect as per drawing, as per
specification and the direction of the Engineer. Note:- Excavation of
earth work and road cutting for manhole will be measured and paid
separately.

33.01 Pre-cast RCC M-40 grade circular manhole conical piece with 3090.00 each manhole 13700.0000 #VALUE! #VALUE!
inbuilt cover and frame (height 0.805), cast-in-situ PCC M-10 grade
foundation, PCC M15 grade circular wall ID 0.925m, wall thickness
200mm, wall height equal to ID of sewer pipe + one wall thickness
of pipe + 50 mm, PCC M15 grade benching and channel portion.
Depth of manhole shall be measured from top of manhole cover
upto lowest invert of pipe. (Depth includes in the item = height of
Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + 50mm)

33.02 Providing and fixing pre-cast RCC M-40 grade circular ring of ID 356.00 metre 6780.0000 #VALUE! #VALUE!
1.0m, wall thickness 125mm, height 150/225/300/600 mm for
constructing extra depth of manhole beyond depth mentioned in
item no-33.01 as per drawing.
Sl. Item Description Quantity Units RUIDP SoR TOTAL AMOUNT TOTAL AMOUNT
No. 2022 Rate In Words
1 2 3 4 5 6 7
34 Providing, fixing and constructing of pre-cast RCC M-40 grade
circular manholes with internal dia 1.2m and up to specified depth
having pre-cast RCC M-40 grade circular manhole cover frame (ID
0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID 1.2m,
vertical height 1.005m, wall thickness 125mm), and circular rings of
required heights (ID 1.2m, height 150/225/300/600/900mm, wall
thickness 125mm) below conical piece as per required depth of
manhole and having steel reinforcement in Conical piece @ not
less than 80 kg per cum of concrete, including cast-in-situ PCC M-
10 grade (1:3:6) foundation of 1.825m dia and 150mm thickness,
PCC M15 grade circular wall ID 1.125m, wall thickness 200mm,
height equal to ID of sewer pipe + one wall thickness of pipe + 50
mm (to flush the manhole frame with road top, height of wall can be
increased but not more than 100mm), PCC M15 grade benching and
channel portion and up to top level of sewer pipe etc complete with
curing compaction and form work, supplying and fixing heavy duty
SFRC manhole cover as per IS 12592 (Part I and II), supplying and
fixing plastic encapsulated CI/MS footsteps / SFRC footsteps,
including cost of shuttering, steel reinforcement, testing for water
tightness etc complete in all respect as per drawing, as per
specification and the direction of the Engineer. Note:- Excavation of
earth work and road cutting for manhole will be measured and paid
separately. .

34.01 Pre-cast RCC M-40 grade circular manhole conical piece with 805.00 each manhole 17250.0000 #VALUE! #VALUE!
inbuilt cover and frame (height 1.005), cast-in-situ PCC M-10 grade
foundation, PCC M15 grade circular wall ID 1.125m, wall thickness
200mm, wall height equal to ID of sewer pipe + one wall thickness
of pipe + 50 mm, PCC M15 grade benching and channel portion.
Depth of manhole shall be measured from top of manhole cover
upto lowest invert of pipe. (Depth includes in the item = height of
Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe +
increased height of wall (if any) + 50mm)

34.02 Providing and fixing pre-cast RCC M-40 grade circular ring of ID 464.00 metre 7590.0000 #VALUE! #VALUE!
1.2m, wall thickness 125mm, height 150/225/300/600/900mm for
constructing extra depth of manhole beyond depth mentioned in
item no-34.01 as per drawing

35 Providing, fixing and constructing of pre-cast RCC M-40 grade

circular manholes with internal dia 1.5m and up to specified depth
having pre-cast RCC M-40 grade circular manhole cover frame (ID
0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID 1.5m,
vertical height 1.305m, wall thickness 125mm), and circular rings of
required heights (ID 1.5m, height 150/225/300/600/900/1200 mm, wall
thickness 125mm) below conical piece as per required depth of
manhole and having steel reinforcement in conical piece @ not less
than 80 kg per cum of concrete, including cast-in-situ PCC M-10
grade (1:3:6) foundation of 2.125m dia and 150mm thickness, PCC
M15 grade circular wall ID 1.425 m, wall thickness 200mm, height
equal to ID of sewer pipe + one wall thickness of pipe + 50 mm (to
flush the manhole frame with road top, height of wall can be
increased but not more than 100mm), PCC M15 grade benching and
channel portion and up to top level of sewer pipe etc complete with
curing compaction and form work, supplying and fixing heavy duty
SFRC manhole cover as per IS 12592 (Part I and II), supplying and
fixing plastic encapsulated CI/MS footsteps / SFRC footsteps,
including cost of shuttering, steel reinforcement, testing for water
tightness etc complete in all respect as per drawing, as per
specification and the direction of the Engineer. Note:- Excavation of
earth work and road cutting for manhole will be measured and paid
separately.

35.01 Pre-cast RCC M-40 grade circular manhole conical piece with 1146.00 each manhole 23100.0000 #VALUE! #VALUE!
inbuilt cover and frame (height 1.305), cast-in-situ PCC M-10 grade
foundation, PCC M15 grade circular wall ID 1.425m, wall thickness
200mm, wall height equal to ID of sewer pipe + one wall thickness
of pipe + 50 mm, PCC M15 grade benching and channel portion.
Depth of manhole shall be measured from top of manhole cover
upto lowest invert of pipe. (Depth includes in the item = height of
Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe +
increased height of wall (if any) + 50mm)

35.02 Providing and fixing pre-cast RCC M-40 grade circular ring of ID 2272.00 metre 8980.0000 #VALUE! #VALUE!
1.5m, wall thickness 125mm, height 150/225/300/600/900/1200mm
for constructing extra depth of manhole beyond depth mentioned in
item no-35.01 as per drawing.

36 Providing, fixing and erecting precast RCC (M20) Vent shaft with 10.00 each 30400.0000 #VALUE! #VALUE!
cowl, 125mm and 225mm internal and external dia respectively at
top, 300mm and 450mm internal and external dia at bottom and
9.0m over all length, bottom 1.175m below ground level fixed in the
pit 900mmx900mmx1500mm with PCC M15, 250mm in bed and
minimum 200mm all around with top 150mm in PCC M15 with 20mm
nominal size graded stone aggregate , junction of vent shaft and
concrete grouted with cement mortar 1: including making
connection with sewer manhole with 150mm dia NP4 RCC pipe (IS
458-ammended upto date) as required including Type-A bedding
complete as per standard design and finished with water proofing
cement of approved brand as per drawings and/or as directed by
Engineer.
Note : Only Excavation work will be measured and paid separately
Sl. Item Description Quantity Units RUIDP SoR TOTAL AMOUNT TOTAL AMOUNT
No. 2022 Rate In Words
1 2 3 4 5 6 7
37 Providing, laying and jointing RCC NP4 jacking pipe (with steel
pushing collar) with suitable leak proof joints (with using `12mm
MDF sheets etc.) with compliance for maintaining slope as per
design by trenchless method adopting Micro tunnelling method or
any suitable mechanical technology below ground at all depth
under running traffic condition including carrying out survey work
at the job site for determining underground cable trenches like
telephone, power cable, water & sanitary lines and resistivity tests
for finding the soil strata using necessary equipment’s for
completion of work, mobilizing of machineries and specialized crew
at the job site, etc. complete in all respects, including excavation of
drive pit and exit pit (upto 3 metre depth) with proper protection at
the three sides, providing and casting of MS cutting edges for front
shield and constructing thrust bed at designed level as directed by
the Engineer, necessary de-watering and providing concrete
foundations at the base of the Drive pit, crane for handling of pipes,
and any other machinery, tool & tackles required, construction of
temporary works as per requirement complete in all respect (all
depths) with all lead and lifts, as per specification and the direction
of the Engineer. Note- 1. Manual Pipe jacking is not permitted for
workmen safety reasons. 2. Length of pipe shall be measured in
between the outer wall of two manholes / Inspection chambers.
Pipe in the manhole/inspection chamber’s wall shall deemed to be
included in the item of manhole/inspection chamber shall not be
payable. In all type of soils including mixed starta / soil

37.01 450 mm dia 312.00 meter 19900.0000 #VALUE! #VALUE!

37.02 600 mm dia 345.00 meter 23600.0000 #VALUE! #VALUE!

37.03 700 mm dia 280.00 meter 31300.0000 #VALUE! #VALUE!

37.04 800 mm dia 329.00 meter 34100.0000 #VALUE! #VALUE!

37.05 In all types of rock 800 mm dia 85.00 meter 182300.0000 #VALUE! #VALUE!

38 Providing, jointing, laying, testing and commissioning of HDPE PE-

100/PN-6 (suitable for pulling method for jointing) pipes for sewer
line as per IS-14333 (amended upto date) with compliance for
maintaining slope as per design by trenchless adopting HDD
method (Horizontal Directional Drilling) below ground at all depth
including carriage etc. complete in all respect, construction of
thrust pit and receiving pit of required size upto 3 metre depth and
soil investigation, making suitable arrangement for barricading of
pits, traffic diversion, lights, traffic permission from relevant
authority (though department will assist in getting the permission),
refilling of pits in compacted layers of 150 mm including disposal of
surplus material with all lift and lead upto 50 metre as per
specification and the direction of the Engineer. Note-1 Length of
pipe shall be measured in between the outer wall of two manholes /
Inspection chambers, Pipe in the manhole/inspection chamber’s
wall shall deemed to be included in the item of manhole/inspection
chamber shall not be payable. Note- 2. Manual Pipe jacking is not
permitted for workmen safety reasons
In all types of soil including mixed starta

38.01 225 mm outer dia 2665.00 metre 6760.0000 #VALUE! #VALUE!

38.02 315 mm outer dia 1172.00 metre 9130.0000 #VALUE! #VALUE!

39 Constructing providing and fixing of pre-cast RCC M-40 grade

circular Road Side Inspection Chamber including earthwork using
sulphate resistant cement with following dia and depth cylindrical
piece with 100mm wall thickness, 100mm base slab, inbuilt cover &
frame on top, provision for 110mm OD in and out sewer connection
with making proper in built benching and channel with PCC M-15
grade including providing cast-in-situ 100mm thick foundation of
PCC M-10 grade, supplying and fixing circular precast SFRC
Circular 300 mm dia manhole cover with frame - M.D. - 10, including
steel reinforcement minimum @ 80kg/cum, testing for water
tightness complete in all respect as per drawing, specification and
the direction of the Engineer.

39.01 Pre-cast Road side inspection chamber of 450mm dia (internal), 6500.00 each 4430.0000 #VALUE! #VALUE!
450mm depth and 750mm dia base foundation
39.02 Pre-cast Road side inspection chamber of 450mm dia (internal), 14600.00 each 6080.0000 #VALUE! #VALUE!
600mm depth and 750mm dia base foundation.
39.03 Pre-cast Road side inspection chamber of 450mm dia (internal), 1800.00 each 7330.0000 #VALUE! #VALUE!
900mm depth and 750mm dia base foundation.
40 Providing at site, lowering & laying in trenches, aligning & jointing
of PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as
per specifications with rubber rings with socket and spigot joint,
(EPDM/SBR) for all depths for pipe length as per drawing and
specification including hydraulic field testing (including the cost
and conveyance of water to site for testing) and commissioning etc
complete as directed by Engineer.
Note : E/w to be measured and paid separately.

40.01 110 mm Nominal dia 72000.00 metre 267.5000 #VALUE! #VALUE!

40.02 160 mm Nominal dia 33500.00 metre 558.0000 #VALUE! #VALUE!

41 Empting of septic tank/ soakage well etc, disposing of sludge 1325.00 Each 4630.0000 #VALUE! #VALUE!
within a lead of 5km and taking out sewage including refilling with
local earth, ramming and compaction in layers, cleaning of site.

42 Providing, lowering, laying & jointing MDPE/ HDPE pipes (Class-PE

80) PN 12.5 composite pipes for extra length for house service
connections as per drawing and specifications complete including
all material, labour, testing and commissioning as per Technical
Specifications and as per direction of Engineer. With MDPE pipe
Sl. Item Description Quantity Units RUIDP SoR TOTAL AMOUNT TOTAL AMOUNT
No. 2022 Rate In Words
1 2 3 4 5 6 7
42.01 20 mm dia service pipe 1800.00 metre 43.8000 #VALUE! #VALUE!

43 Smart Manhole Monitoring System – Providing and installation of smart 15.00 Each 35400.00 #VALUE! #VALUE!
manhole device with battery powered, LDR and cable float switch water
level sensor-based device capable for providing data over GSM/GPRS
network to the management system. Device should be capable for
continuous monitor of sewer water level in the manhole.
44 Supply, Installation, testing and commissioning of SCADA System at 1.00 Lot 4119675.00 #VALUE! #VALUE!
Master Control Centre complete with PC server, monitor, communication
modules, printers, 2 Nos. of 60"LED Display of latest resolution and
configuration, 4 Nos of 32'' Operator console ( 1 No. of Engineering, 1
No. of operator console, 1 No. of Historical and 1 No. of Web Server)
including control desk, chairs, storage racks etc., required hardware,
software complete with all accessories and in line with Technical
Specification.

45 Supply, delivery and commissioning of advance "ROBOT" for 1.00 Each 4400000.00 #VALUE! #VALUE!
cleaning of manholes/machine holes having expandable robotic arm of
4 degree of freedom with multipurpose end effector for shoveling and
picking action and 4 Robotic legs with wheels for self-stability
inside manhole/machine holes, containing bucket system having
minimum bucket capacity 12 litres, gas sensor for detection of
Methane, Carbon Monoxide, Hydrogen Sulphide and Ammonia, 4
nos. of IP68 cameras (1 camera on outside stand unit for
monitering entry and exit of robot in to manhole/machine holes and 3
cameras on robotic unit which go inside the manhole/machine hole)
which shall go deeper up to 8 mtr. depth and can lift up to 125
kg/cycle, compatible for hard rocks, sand, silk, sludge, non bio
degradable wastes etc. minimum 90% of the actuators of the robot
should be using pneumatic power. The robot is equipped with a
display of 13.3 inch IPS screen full HD with 4 channel video
output having 10.1 inch interactive touch screen and switches for the
user interface to operate the robot. It should have a "built in" tutorials
software to learn the operations of the robot. Compressor (2 HP, 8 bar
outlet pressure with 50 litre tank capacity) and required DG set (rated
output 2.8 KVA, 230 volt/50 Hz) for working of robot is also to be
supplied with accessories Pneumatic hose, extension box, power
connector, tray and rain coat. O&M of robots by providing the skilled
technical operator to operate the machine as well as training of the line
agencies staff for a period of one year

46 Construction of House Sewer Connection inside and outside of a

dwelling properties to connect all the outlets of Kitchen, Bath,
toilet/WC of the property to existing inspection chamber of Sewer
Network, which includes Door-to-door survey of all properties to be
connected with Sewer Network, Preparation of sketch / drawing of
arrangement for each house with all the details and obtain approval
from Engineer In charge or his representative and Preparation of as
built drawing (Layout plan) in AutoCAD for each property / dwelling
connection with sewer network up to manhole. Including
Dismantling of all type of flooring and roads, i.e.
BT/CC/WMM/interlocking block etc with mechanical cutter.
Including Required Excavation of pipe trench/chamber in all type of
strata of specified width up to all depth, Providing, laying, jointing
and aligning of PVC-U pipes (SN-8) as per 15328 (amended up to
date) / HDPE DWC (double wall corrugated) pipes of SN-8 grade as
per IS 16098 (amended up to date) with required PVC/ DWC fittings
with required level & location in buried position over bedding of 50
mm thick M-10 grade and in open position above ground/floor with
an encasing of pipe 50 mm cover at 3 sides with M10 grade
concrete,

46 Providing, laying, jointing and aligning 160 mm dia PVC-U pipes

(SN-8) as per IS15328 (Amended up to date) providing as sleeve to
110 mm dia PVC-U pipes / HDPE DWC (double wall corrugated)
pipes (exposed to atmosphere) for crossing open drains,
demolishing, If required and reconstruction of drain in original
position with PCC M-10, Brick work with modular extruded burnt fly
ash clay sewer bricks (Conforming to IS: 4885 - 1988) in CM 1:4, 12
mm thick plaster in CM 1:3 and Construction of 2 Nos brick
masonry chamber of bricks class designation 75 of 115 mm wall
thickness in cement mortar 1:4, clear inside dimension 320 x 320 x
550 mm, 50 mm thick base PCC 1:3:6, providing & fixing 350 x 350
mm RCC precast cover with frame of LD-2.5, earth filling in gaps,
finishing with PCC 1:3:6 inside the chamber, Chamber-1 with
square mouth S.W. gulley trap P-type of size 100 x 100 mm as per
IS 651: 1992 (amended up to date) with CI grating,
 Sl. Item Description Quantity Units RUIDP SoR TOTAL AMOUNT TOTAL AMOUNT
No. 2022 Rate In Words
1 2 3 4 5 6 7
46.02 in slope around the mouth of Gulley Trap including provision for
fixing of 2 nos. 110 mm dia PVC-U pipe etc. to connect a single inlet
after connecting all the outlets of kitchen & bath & outlet of this
chamber will connect to Chamber-2 or inspection chamber and the
Chamber-2 with a provision for fixing of 2 nos. 110 mm dia PVC-U
pipe etc. i.e. a single inlet after connecting all outlets of toilet & WC
of premises to exiting Inspection chamber, Emptying of septic
tank/soakage well etc. disposing of sludge within a lead of 5 Km
and taking out the sewage, Bypass of septic tank/soakage well by
providing, laying, jointing of 110 mm dia PVC-U pipes for all length
from inlet to outlet, including PVC coupler, MS clamp and
dismantling, repairing, making good the holes etc, Making
connection with 110 mm dia PVC-U pipe with exiting inspection
chamber (including making holes in Inspection Chamber) for pipes
coming out from inside property and Chamber 1/2, making and
repairing holes with CM in 1:4, repairing of floor and road with CC
M-30 grade same as original thickness of floor and road, watering,
backfilling, compaction and disposal of all surplus material and
sewage etc. to a suitable location with all lead and lift, repairing of
underground utilities, if damaged, Complete job to connect a
dwelling premises to sewer network including all material, labour,
taxes, charges etc. as per Specifications, drawing and directions of
Engineer In charge

46.03 For pipe length upto 5 meter 17128.00 each 8000.00 #VALUE! #VALUE!

46.04 For For pipe length 5-10 meter 7275.00 each 10400.00 #VALUE! #VALUE!

46.05 For pipe length more than 10 meter 6982.00 each 13050.00 #VALUE! #VALUE!

Total in Figures #VALUE! #VALUE!

Quoted Rate in Figures #VALUE! #VALUE!

Less (-) 10.9500%

Quoted Rate in Words #VALUE!

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