Construction of Tunnel T-13, Part Tunnel T-14 including Station Yard at Basindadhar, Approach Road from ADIT of T-13

(Khanikote) to P2 of T-13 & P-1 of T-14 (Basindadhar) and Bridge No 60 (between KM 61.004 to KM 73.784 approx.)
on Katra - Banihal Section of Udhampur-Srinagar-Baramulla New BG Railway Line Project (Package T-13).”

Agreement No: KR/PD/J&K/CONTRACT/Tunnels T13-T14/1/2016 Dated:28.11.2016

Daily Progress Report
BOQ BoQ
Sl. No. Item Description of Items 4/21/2023
Unit Rate
a
no.
SCHEDULE - B1 ROCK BOLTS AND OTHER STEEL SUPPORTS ETC.

Supply, drilling, installation and grouting of SN type rock bolts of the specified
length, Fy>= 200 KN (slopes, tunnel support & face bolts ) as per approved
B102 drawings & specifications or as directed by Engineer. The rate shall include costs
of all materials, labour, equipments, etc. required for the complete job as per
specifications or as directed by Engineer-in-Charge.

B1021 Length 3 m Each 2,026.00 -

Supply, drilling hole, installation and grouting of forepoling as per approved
drawings & specifications or as directed by Engineer. The rate shall include costs
B107
of all materials, labour, equipments, etc. required for the complete job as per
specifications or as directed by Engineer-in-Charge.
-
B1073 Reinforcement bars, dia.25 mm meter 371.00 -
Providing and installing PVC pipes of following diameters in the tunnel as per
C101 approved drawings as a complete job as per specifications or as directed by
Engineer-in-Charge. -
C1011 100 mm internal diameter PVC pipe meter 167.00 -
C1061f Vertical ( downwards ) in all kind of rocks, diameter equal or greater than 50mm meter 2,195.00
-
Grouting (cement) for ground improvement or filling of voids and cavities using
suitable materials and mixtures as appropriate as per specifications or as directed
C114 tonne 13,734.00
by Engineer-in-Charge. Note: Payment shall be made as per actual cement
consumed. -
-
b Schedule F -Bridge No.60 (SUB STRUCTURE) -

M/s HCC Page 1 of 18 M/s KRCL

 BOQ BoQ
Sl. No. Item Description of Items 4/21/2023
Unit Rate
no.
Earthwork in excavation / cutting in foundation of abutment/return walls/ piers/
side drains/ catch water drains, permanent nalla diversion etc. in all classes of soils
/ rocks requiring blasting where necessary including dewatering, pumping, bailing
of water, strutting back filling in foundation in layers and disposal of surplus
earth/rock mass within / outside Rly boundary including all lead and lifts, Security
fencing with all contractor's labour, tools and plants, materials, etc., as per
1 F101 Cum 1,031.0
specifications and as directed by Engineer-in-charge as a complete job.
Note:
The payment for excavation for bridges shall be made as per plan area and
no additional payment for side slopes shall be made except for nalla
diversion where payment for side slopes shall be made up to slopes as per
approved drawings or as directed by Engineer in charge.

a)Earthwork in excavation / cutting in foundation (Rate 1% less as per clause no

F101 Cum 1,020.7
17 of Special condition of contract Section IIA)
-
Providing & laying cement concrete of grade M15 below /above the ground level
below RCC boxes, abutments, piers, foundation of retaining walls, return walls and
protection works or any other locations as per the instructions of Engineer- in-
charge including cost of all materials, leads & lifts, mechanical mixing, admixtures,
2 F102 Cum 6,743.00
formwork, centering, scaffoldings, concrete placing, compaction with
mechanical/electrical vibrators, dewatering, curing, leveling of surface and finishing
in all respects as per drawings & specifications and as directed by Engineer-in-
charge as a complete job. 275.00

a)Providing & laying cement concrete of grade M15 below /above the ground
F102 Cum 6,675.6
levelRate 1% less as per clause no 17 of Special condition of contract Section IIA)
-

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 BOQ BoQ
Sl. No. Item Description of Items 4/21/2023
Unit Rate
no.
Providing and laying reinforced cement concrete of M-20 Grade with 20 mm and
down gauge crushed aggregate and coarse sand, in retaining walls, return
walls/wing walls and protection works etc. or any other locations as per the
instructions of Engineer-in-charge including foundations and floors for all heights
and depths above/below ground level including cost of all materials, leads & lifts,
mechanical mixing, admixtures, formwork, centering, scaffoldings, concrete
3 F103 placing, compaction with mechanical/electrical vibrators, dewatering, curing, Cum 6,781.00
leveling of surface and finishing in all respects as per drawings & specifications
and as directed by Engineer-in-charge as a complete job. Concreting to be placed
if required with use of temperature and shrinkage reinforcement wherever required
and providing weep holes of PVC pipe of 75mm diameter complete.
Note: The payment for reinforcement steel shall be made separately under item
No.F201.
-

Providing and laying RCC in M-30 Grade with 20mm crushed graded stone
aggregate in raft, footings/pedestals of abutments and piers or any other locations
as per the instructions of Engineer-in-charge for all depths and heights including
cost of all materials, leads & lifts, mechanical mixing, admixtures, formwork,
4 F104 centering, scaffoldings, concrete placing, compaction with mechanical/electrical Cum 8,694.00
vibrators, dewatering, curing, leveling of surface and finishing in all respects as per
drawings & specifications and as directed by Engineer-in-charge as
a complete job. Note: The payment for reinforcement steel
shall be made separately under item No.F201.
-
Concrete M-40 in RCC in pedestal, protection walls, seismic stoppers for all
heights with 20 mm crushed graded stone aggregate and sand of approved quality
with all leads & lift, mechanical mixing & vibration, curing including formwork,
5 F105 shuttering, centering, scaffolding etc. with all labour & material as a complete job Cum 22,883.00
as per drawings & specification and as directed by Engineer-in- charge as a
complete job.
Note :- Payment for reinforcement steel shall be made as per item No.F201. -

M/s HCC Page 3 of 18 M/s KRCL

 BOQ BoQ
Sl. No. Item Description of Items 4/21/2023
Unit Rate
no.
Providing and laying RCC in M-35 grade with 20mm crushed graded stone
aggregates in well curb, Pile Cap, for all heights including cost of all materials,
leads & lifts, mechanical mixing, admixtures, formwork, centering, scaffolding,
concrete placing, compaction with mechanical / electrical vibrators, dewatering,
6 F106 Cum 12,299.00
curing, leveling of surface and finishing in all respects as per drawings & inclusive
of marking of level gauge from top to bottom of curb on all four sides as a complete
job as per specifications or as directed by the Engineer-in-Charge. Note: The
payment for reinforcement steel should be made separately under item No.F201.
-

Providing and laying RCC in M-25 grade with 20mm crushed graded stone
aggregates in well steining for all heights including cost of all materials, leads &
lifts, mechanical mixing, admixtures, formwork, centering, scaffolding, concrete
placing, compaction with mechanical / electrical vibrators, dewatering, curing,
leveling of surface and finishing in all respects as per drawings & specifications or
7 F107 Cum 10,892.00
as directed by Engineer-in-charge as a complete job.
Note :-1) The rate for this item is inclusive of marking of level gauge from top to
bottom of steining on all four sides as complete job.
2) The payment for reinforcement steel shall be made separately under item
No.F201.
-

Sinking wells in all types of strata by open grabbing, control blasting under water or
with protective cage, open dredging, or any other established method including
continuous correction of tilt and shift in each stage so that finally the sunk well in
respect of shift and tilt is within acceptable limits with all contractor's labour, tools
and plants. lead and lift, materials, etc., as a complete job as per specifications or
as directed by the Engineer-in-Charge.
8 F108 Note: 1. The rate shall include all charges for all operations, tools and plants, Cum 2,876.00
hoists, dredgers, pulsometer gantry, pulleys, kentledges, rails, sleepers, bellies,
ropes, strings, baskets, empty cement bags and all consumables required for
sinking, all ascends, descends, leads, lifts, loading, unloading pumping out water,
removal of any obstructions whatsoever not mentioned here but required for
completing the item, disposal of spoils, loading, leading and spreading the same in
formation, in approaches, all labour and material as a complete job.
-

M/s HCC Page 4 of 18 M/s KRCL

 BOQ BoQ
Sl. No. Item Description of Items 4/21/2023
Unit Rate
no.
Providing and laying Plain cement concrete of M-25 grade with 40mm and down
gauge crushed aggregate in bottom plug including cost of all materials, leads &
lifts, mechanical / electrical vibrators, dewatering, curing, leveling of surface and
9 F109 finishing in all respects as per drawings & specification as a complete job and as Cum 9,972.00
directed by Engineer-in-charge.
Note 1: In case of under water plugging, placing of concrete shall be done by
tremie pipes. -
Providing, filling & compacting fine sand in 1 m layers in wells as per drawings
& specification and as directed by Engineer-in-charge with all lead & lift, labour,
10 F110 Cum 1,011.00
material, tools & equipment, wastage, as a complete job, as per specifications or
as directed by the Engineer-in-Charge. -

Providing and laying reinforced cement concrete of M-25 grade with 40mm and
down gauge crushed aggregate in top plug including cost of all materials, leads
& lifts, mechanical / electrical vibrators, dewatering, curing, leveling of surface and
11 F111 finishing in all respects as per drawings & specification as a complete job and as Cum 9,938.00
directed by Engineer-in-charge.
Note: The payment for reinforcement steel should be made separately
under item No. F201.
-

Providing and laying RCC in M-35 grade with 20mm crushed graded stone
aggregates in well cap for all heights including cost of all materials, leads & lifts,
mechanical mixing, admixtures, formwork, centering, scaffolding, concrete placing,
compaction with mechanical / electrical vibrators, dewatering, curing, leveling of
12 F112 surface and finishing in all respects as per drawings & specifications as a complete Cum 11,915.00
job and as directed by Engineer-in-charge.
Note:-1) The rate shall include cost of bailing / pumping out water, handling,
rehandling any obstructions if required. 2)The payment for reinforcement
steel should be made separately under item No. F201.
-

Providing and laying RCC in M-35 Grade with 20mm crushed graded stone
aggregate in abutments, piers, abutment/pier caps, return wall, dirt wall, box,
approach slab, deck slab, crash Barrier etc.. for all depths/heights including cost of
all materials, leads & lifts, mechanical mixing, admixtures, formwork, centering,
13 F113 scaffoldings, concrete placing, compaction with mechanical/electrical vibrators, Cum 14,794.00
dewatering, curing, leveling of surface and finishing in all respects as per drawings
& specifications as a complete job and as directed by Engineer-in- charge.
Note: The payment for reinforcement steel shall be made separately under
item No. F201
-

M/s HCC Page 5 of 18 M/s KRCL

 BOQ BoQ
Sl. No. Item Description of Items 4/21/2023
Unit Rate
no.
Providing Dry stone boulder backing behind abutment. wing wall, retaining wall,
breast wall, cause way, boxes, cut & cover and at any other places as per the
instructions of Engineer-in-charge, with stone not less than 15 cm in any direction
and not weighing less than 15 Kg except smaller boulder required for filling voids
14 F114 Cum 1,466.00
for all heights lead, lifts, ascents, descents, handling rehandling, crossing of
nallahs streams and all other obstructions, all labour and materials as complete job
with all contractors labour, tools & plants, material, lead and lift, complete as per
specifications or as directed by Engineer-in-Charge.
-

Providing and filling backfill material consisting of granular materials of G.W,

G.P,S.W groups in required profile behind boulder filling of abutments, wing/return
walls cut and cover etc. for all heights above bed level as directed by the Engineer-
in charge including all Octroi, royalty, taxes leads lifts, ascents, descents, crossing
of track nallahs, level crossings and other obstructions whatsoever including all
15 F115 labour and material as per standard specifications and conditions of contract as a Cum 1,079.00
complete job as per specifications or as directed by Engineer-in-Charge.
NOTE:
1.Measurement shall be made as per actual measurement basis and
reduction shall be made @8% from actual site profile measurements for
shrinkage.
-
Random rubble masonry in cement and sand 1:6 mix (using boulders) hammer
dressed where ever necessary in toe walls, breast walls, embankment slopes,
16 F116 catch water drains etc. including cost of all material and labour, lead and lift as a Cum 1,839.00
complete job as per the drawings & specifications and as directed by Engineer- in-
charge. -
Providing & laying cement grouted stone pitching with stone boulders and cement
mortar 1:3 hand packed (30 cm thick) as per approved drawings & specification
with surface leveled off to the correct section with hammer dressing as necessary,
17 F117 over the banks / slopes previously dressed to section complete (stone shall not Cum 2,597.00
weigh less than 30 kg. Each) including the cost of cement with all labour &
materials, lead and lift, as a complete job, as per specifications and as directed by
the Engineer-in charge. -

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 BOQ BoQ
Sl. No. Item Description of Items 4/21/2023
Unit Rate
no.
General notes:-
1. For all above items where ever cement is required, the rate includes cost of
cement and all other materials. For RCC works steel reinforcement shall be paid
18 separately in Item No. F201.
2. The rate for all items includes arrangements for dewatering.
3. The rate also includes the temporary works to be carried out for diversion of
water channel for carrying out the work. -

(Steel Work)

Supply, cutting, bending, placing, binding steel reinforcement of grade Fe 500 as

per approved drawings & specifications or as directed by Engineer. This shall
19 F201 include straightening, hooking all lead, lift, etc. (Nothing extra shall be paid for MT 66,947.00
wastage of reinforcement and binding wire) as a complete job as per
specifications or as directed by Engineer-in-Charge. 23.50
Supply, cutting, bending, placing, binding steel reinforcement of grade Fe 500 as
per approved drawings & specifications or as directed by Engineer. This shall
include straightening, hooking all lead, lift, etc. (Nothing extra shall be paid for MT 66,947.00
wastage of reinforcement and binding wire) as a complete job as per
specifications or as directed by Engineer-in-Charge. -
-
c Schedule D -Bridge No.60 -

Supply of cement 43/53 grade from approved manufacturers at various site

including all transportation and freight charges and all taxes, duties etc. with
1 D122 MT 9,260.00
contractors men, material, tools & plants, equipments, machineries, testing, all lead
& lift, loading, unloading, as directed by Engineer-in-charge, etc complete.
-

Supply of cement 43/53 grade from approved manufacturers at various site

D122
including all transportation and freight charges and all taxes, duties etc (Rate 1% MT 9,167.40
(Variation)
less as per clause no 17 of Special condition of contract Section IIA)
-
2 D128 Planning,Designing & Construction of Temporary guest House
-
Note: The Stage of payment shall be ragulated as under -
i) On Completion of foundation - 20% sqm 3,965.00
-
ii) On Completion of brick work, internal and external Plastering & roofing work -
sqm 4,956.25
25% -

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 BOQ BoQ
Sl. No. Item Description of Items 4/21/2023
Unit Rate
no.
iii) On Completion of Door,Window,flooring, sanitary works, electrical works - 20% sqm 3,965.00
-
iv) On furnishing - 20% sqm 3,965.00 -
iv) On furnishing completely for occupation- 15% sqm 2,973.75 -
-
d Non Schedule Items Bridge No.60 -

Supply , drilling and installation of Swellex type rock bolts of 4m length, Fly>=160
Kn (tunnel support) as per approved drawings & specifications or as directed by
1 NS-01 No. 10221
the Engineer. The rate shall include costs of all materials, labour, equipment, etc.
as a complete job as per specifications or as directed by Engineer-in- Charge
-

Supply , drilling and installation of Swellex type rock bolts of 6m length, Fly>=160
Kn (tunnel support) as per approved drawings & specifications or as directed by
2 NS-02 No. 14667
the Engineer. The rate shall include costs of all materials, labour, equipment, etc.
as a complete job as per specifications or as directed by Engineer-in- Charge
-
3 NS-03 Pertaining to Tunnel 13-Tunnel14 execution Job 1052094 -
Carrying out plate load test at founding level of abutments,piers, including all
4 NS-04 consumable if any as per specifications & as directed by Engineer In-Charge and Nos. 755020
submission of report. -
Supplying and fixing mechnical coupler/reducers of various diameter of approved
quality including transportation, cost of threading for lapping of reinforcement steel
5 NS-05
as directed by engineer im charge andf with all contractors material, labours, tools
plant machineries consumebeles etc all complete. -
25mm Dia. Coupler Nos 221 -
32mm Dia. Coupler Nos 273 -

Providing and laying RCC in M-40 grade with 20 mm crushed graded stone
aggregates and sand of approved quality in abutment, abutment cap, pier cap,
brackets, corbels, seismic stoppers, walkways with pier cap & pedestals etc.
of all shapes/sizes for all height including cost of all labor, materials, leads & lift,
mechanical mixing, admixture, formwork, shuttering, cantering, scaffoldings,
6 NS-06 concrete placing, compaction with mechanical/electrical vibrators, dewatering, Cum 24392
curing, levelling of surface, and finishing etcin all respects as per drawing &
specifications.
Note:Payment for supply of cement will be made under the contractual BOQ item
no. D 122 as per actual consumption or approved mix proportions (design),
whichever is lower.
-
Extra for Providing and applying (Patent No. 109784/67) inhibited cement slurry
7 NS-07 MT 10011
coating as per specifications and as directed by Engineer - in - charge.

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 BOQ BoQ
Sl. No. Item Description of Items 4/21/2023
Unit Rate
8
no.
NS-08 Deleted -
9 NS-09 Deleted -
Providing & laying cement concrete of 1:3:6 (M10) nominal mix (1cement:3coarse
sand:6 nominal size 40mm graded stone aggregates) for all depth / heights,
below /above the ground level below RCC foundation of abutments, piers,
retaining walls and protection works including cost of all labour, materials, leads
& lifts, mechanical/electrical vibrators, dewatering , curing, leveling of surface and
10 NS-10 finishing in all respects as per drawings & specifications and as directed by Cum 4266
Engineer-in-charge.
Note:- Payment for supply of cement will be made through the respective item as
per actual consumption or approved mix proportions (nominal/design), whichever is
lower.
-

Providing and laying RCC in M-40 grade with 20 mm crushed graded stone
aggregates and sand of approved quality in hollow/solid pier shafts of all
shapes/sizes for all height to be cast by SLIP FORM method including cost of
all labour, materials, admixture (if any)leads & lifts mechanical/electrical vibrators,
11 NS-11 dewatering, curing, levelling of surface, and finishing in all respects as per drawing Cum 24392
& specifications and as directed by Engineer-in charge. The rate shall also include
provision of level gauge from top to bottom of pier shaft as a complete job.
Note:Payment for supply of cement will be made separately as per actual
consumption or approved mix proportions (design). whichever is lower.
-
-
-

Total Amount of Work Done

₹ 3,427,579.50

M/s HCC Page 9 of 18 M/s KRCL

 Adhock Payment for M 40 grade
Item Quantity Rate Amount Remarks
M 40 Grade
#REF! #REF! #REF!
Concrete

Reccomendation Amount on Adhock @75% #REF!

M/s HCC M/s KRCL

 PCC Measurement @ Bridge 60
S. No. Location Description Grade Nos. Length Width Depth Quantity (Cum) Remarks
PCC M15 1 19.6 14.3 0.15 42.042
1 A2 PCC (Shear Key) M15 2 19.6 1.35 0.15 7.938
PCC (Shear Key) M15 2 1.65 1.65 0.15
2 P4 PCC M15 1 26.8 22.3 0.15 89.646
Total Quantity (Cum) 139.626

M/S H.C.C. M/S K.R.C.L.

 JOINT MEASUREMENT TAKEN WITH KRCL FOR P-3 PCC BACK FILLING IN BETWEEN RAFT AND EXPOSED
EXCAVATION FACE (BRIGDE-60)

28.000 MT. B
A P4

23.000 MT
Excv face P-3
D C P2

SL. TOWORS A TO B SL. TOWORS B TO C SL. TOWORDS C TO D SL. TOWORS D TO A

NO TOP BOTTOM NO TOP BOTTOM NO TOP BOTTOM NO TOP BOTTOM
1 2.500 2.200 1 2.350 2.300 1 2.100 1.500 1 2.100 2.100
2 2.400 2.200 2 2.100 2.100 2 2.400 1.800 2 2.450 2.500
3 2.300 2.150 3 1.700 1.700 3 2.800 2.000 3 2.350 2.300
4 2.300 1.800 4 2.100 2.000 4 3.250 1.500 4 2.500 2.350
5 2.000 1.700 5 2.100 2.000 5 3.600 1.800 5 2.600 2.500
6 1.800 1.600 6 1.750 1.600 6 3.400 2.000 6 2.400 2.350
7 2.050 1.950 7 1.900 1.800 7 4.200 3.000 7 2.350 2.300
8 1.750 1.600 8 1.600 1.550 8 4.800 4.000 8 2.200 2.100
9 1.800 1.600 9 1.400 1.350 9 4.470 4.100 9 2.350 2.250
10 2.000 1.850 10 1.600 1.500 10 4.800 4.000 10 2.500 2.300
11 2.000 1.600 11 1.800 1.500 11 4.900 4.000 11 2.300 2.200
12 2.250 1.700 12 1.850 1.200 12 2.300 1.600 12 2.720 2.650
13 2.400 1.600 13 1.700 1.100 13 2.250 1.500 13 2.850 1.500
14 2.800 2.000 14 1.650 1.000 14 2.200 1.500 14 2.900 1.750
15 2.600 2.300 15 1.800 1.400 15 2.100 1.500 15 2.800 2.025
16 2.900 2.700 16 2.000 1.700 16 2.150 1.500 16 2.300 2.150
17 2.900 1.900 17 2.500 2.300 17 2.000 1.700 17 2.450 1.800
18 2.850 2.300 18 2.900 2.700 18 1.200 1.500 18 2.550 2.000
19 3.150 2.650 19 3.000 2.800 19 1.600 1.400 19 2.350 2.250
20 3.000 2.000 20 3.500 3.050 20 1.550 1.500 20 2.350 2.250
21 3.100 2.650 21 4.000 3.000 21 1.650 1.500 21 2.500 2.350
22 3.200 2.800 22 4.050 2.850 22 1.650 1.650 22 2.800 2.500
23 3.480 2.800 23 4.100 3.150 23 1.750 1.700 23 2.650 2.450
24 3.200 2.900 24 3.950 2.800 24 1.750 1.750 24 2.700 2.400
25 3.000 2.700 25 1.700 1.700
26 3.200 3.050 26 1.650 1.650
27 3.000 2.350 27 1.900 2.000
28 2.700 2.100 28 1.900 1.500
29 2.100 1.600 29 1.850 1.400
2.577 2.150 2.392 2.019 2.547 2.009 2.501 2.222
2.363 2.205 2.278 2.361

L 28.000 23.000 28.000 23.000

W 2.363 2.205 2.278 2.361
H 0.600 0.580 0.620 0.630
QTY. 39.706 29.417 39.545 34.216

M/S MCCS M/S VCCL M/S KRCL

JOINT MEASUREMENT TAKEN WITH KRCL FOR P-3 PCC BACK FILLING IN BETWEEN RAFT AND EXPOSED EXCAVATION FACE
(BRIGDE-60)

28.000 MT. B
A P4

23.000 MT
Excv face P-3
D C P2

TOWORS A TO B TOWORS B TO C TOWORDS C TO D TOWORS D TO A

Length 28.000 Length 23.000 Length 28.000 Length 23.000
Avg. Width 1.235 Avg. Width 1.640 Avg. Width 0.859 Avg. Width 1.639
Depth 0.800 Depth 0.860 Depth 0.678 Depth 0.630
Quantity 27.664 Quantity 32.439 Quantity 16.307 Quantity 23.749

Total Quantity (cum) 100.160

M/S HCC M/S KRCL

Construction of Tunnel T-13, Part Tunnel T-14 including Station Yard at Basindadhar, Approach Road from ADIT of T-13 (Khanikote) to P2 of T-
13 & P-1 of T-14 (Basindadhar) and Bridge No 60 (between KM 61.004 to KM 73.784 approx.) on Katra - Banihal Section of Udhampur-
Srinagar-Baramulla New BG Railway Line Project (Package T-13).”
Rate Analysis For PCC 1:3:6 nominal Mix
9.1 408 PCC 1:3:6 in Foundation
Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal
size mechanically mixed, placed in foundation and compacted by vibration
including curing for 14 days.
Unit = cum
Taking output = 15 cum
a) Labour
Mate day 0.640 678.70 434.37 As per Actual
Mason day 1.000 678.70 678.70 As per Actual
Mazdoor day 15.000 480.70 7210.50 As per Actual
b) Material
40mm Aggregate at site cum 13.800 2293.66 31652.44 As per Actual
Sand at site cum 6.900 2293.66 15826.22 As per Actual
Cement at site tonne 3.300 7800.00 25740.00 As per Actual
Cost of water KL 18.000 8.00 144.00 As per Actual
c) Machinery
Concrete mixer 0.4/ 0.28 cum hour 6.000 350.00 2100.00 JK SR 2020 BASIC
RATES / 0.1 HIRE
CHARGES OF PLANT
code no 0002

Generator set 33 KVA hour 6.000 1187.05 7122.30 JK SR 2020 BASIC

RATES / 0.1 HIRE
CHARGES OF PLANT
code no 0070

Water tanker 6 KL capacity hour 3.000 697.00 2091.00 JK SR 2020 BASIC

RATES / 0.1 HIRE
CHARGES OF PLANT
code no 0057

d) Overhead charges @ 10% on (a+b+c) 9299.95

e) Contractor's profit @ 10% on (a+b+c+d) 10229.95
Cost for 15 cum = a+b+c+d+e 112529.43
Rate per cum = (a+b+c+d+e)/15 7501.96
say 7502.00
Vibrator is a part of minor T & P which is already included in overhead charges
of the contractor.
Case II With Batching Plant, Transit Mixer and Concrete Pump (Nominal Mix 1:3:6)
Unit : cum
Taking Output = 120 cum
a) Material
Cement tonne 26.40 7800.00 205920.00 M-081
Coarse Sand cum 54.00 2293.66 123857.37 M-004
20 mm Aggregate cum 64.80 2293.66 148628.84 M-053
10 mm Aggregate cum 43.20 2293.66 99085.90 M-051
b) Labour
Mate day 0.84 678.70 570.11 L-12
Mason day 3.00 678.70 2036.10 L-11
Mazdoor day 18.00 480.70 8652.60 L-13
c) Machinery
Batching Plant @ 20 cum/hour hour 6.00 3675.00 22050.00 JKSR 2020
Generator 100 KVA hour 6.00 1162.00 6972.00 JKSR 2020
Loader 1 cum capacity hour 6.00 1297.00 7782.00 JKSR 2020
Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 332.00 4980.00 JKSR 2020
Concrete Pump hour 6 1210.00 7260.00 JKSR 2020
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 5315.00
Water Charges 1% 6,378
e) Overhead charges @ 10% on (a+b+c+d) 63,779
f) Contractor's profit @ 10% on (a+b+c+d+e) 70,795
Cost for 120 cum = a+b+c+d+e+f 778,748
Rate per cum = ( a+b+c+d+e+f )/120 6,490
say 6490.00
 Earthwork in excavation / cutting in foundation of abutment/return walls/ piers/ side drains/ catch water drains,
permanent nalla diversion etc. in all classes of soils / rocks requiring blasting where necessary including dewatering,
pumping, bailing of water, strutting back filling in foundation in layers and disposal of surplus earth/rock mass within /
outside Rly boundary including all lead and lifts, Security fencing with all contractor's labour, tools and plants,
F101 materials, etc., as per specifications and as directed by Engineer-in-charge as a complete job.
Note:
The payment for excavation for bridges shall be made as per plan area and no additional payment for side slopes
shall be made except for nalla diversion where payment for side slopes shall be made up to slopes as per approved
drawings or as directed by Engineer in charge.

Providing and laying RCC in M-40 grade with 20 mm crushed graded stone aggregates and sand of approved quality
in abutment, abutment cap, pier cap, brackets, corbels, seismic stoppers, walkways with pier cap & pedestals etc. of
all shapes/sizes for all height including cost of all labor, materials, leads & lift, mechanical mixing, admixture,
NS-06 formwork, shuttering, cantering, scaffoldings, concrete placing, compaction with mechanical/electrical vibrators,
dewatering, curing, levelling of surface, and finishing etcin all respects as per drawing & specifications.
Note:Payment for supply of cement will be made under the contractual BOQ item no. D 122 as per actual
consumption or approved mix proportions (design), whichever is lower.
Extra for Providing and applying (Patent No. 109784/67) inhibited cement slurry coating as per specifications and as
NS-07
directed by Engineer - in - charge.
Supplying and fixing mechnical coupler/reducers of various diameter of approved quality including transportation, cost
of threading for lapping of reinforcement steel as directed by engineer im charge andf with all contractors material,
NS-05
labours, tools plant machineries consumebeles etc all complete.(Note- Payment for supply of renforcement steel shall
be paid seprately under item F 201
25mm Dia. Coupler
32mm Dia. Coupler
 Construction of Tunnel T-13, Part Tunnel T-14 including Station Yard at Basindadhar, Approach Road from ADIT of T-13 (Khanikote) to P2 of T-13 & P-1 of T-14 (Basindadhar) and Bridge No 60 (between KM
61.004 to KM 73.784 approx.) on Katra - Banihal Section of Udhampur-Srinagar-Baramulla New BG Railway Line Project (Package T-13).”

Physical Financial Target

Total Scope Work done Till Feb 22 Mar-22 Apr-22 May-22 Jun-22 Jul-22 Aug-22 Sep-22

Physical

Financial Target Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
 KONKAN RAILWAY CORPORATION LIMITED
PROJECT:- USBRL T-13 & T-14 LOCATION:- BRIDGE NO. -60
TITLE:- PCC BACKFILLING FOR A-2 RA-BILL NO & DATE:-R17, 31.03.2022
LEFT SIDE RIGHT SIDE T-14,TUNNEL SIDE REMARKS
S. No. TOP WIDTH BOTTOM WIDTH TOP WIDTH BOTTOM WIDTH TOP WIDTH BOTTOM WIDTH
1 2.400 2.300 1.600 1.300 2.600 2.100
2 3.100 2.400 2.500 2.100 2.600 2.000
3 2.900 2.500 2.500 2.200 2.500 2.100
4 3.300 2.800 2.100 2.300 2.300 2.100
5 2.44 2.3
AVERAGE 2.925 2.500 2.175 1.975 2.488 2.120
AVERAGE T,B 2.713 2.075 2.304

A2 PCC Backfilling Quantity

Nos. Length Width Depth Quantity (m3) Remarks
1 14 2.713 1.650 62.659 Left side
1 26.242 2.304 1.650 99.762 Tunnel-14 side
1 14 2.075 1.650 47.933 Right side
1 2.713 1.500 1.500 6.104 SHEAR KEY
1 2.075 1.500 1.500 4.669 AREA
Total Qantity (m3) 221.126

M/S HCC M/S KRCL