Punjab State Transmission Corporation Limited Tender
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Costs
EMD
₹ 44,700Document Cost
Refer DocumentsTender Fee
₹ 2,589
Summary
Construction Of Addl. 160 Mva Transformer Plinth And Allied Foundations At 220 Kv Substation Budhlada
Description
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Contact
Tender Id
2024_POWER_129308_1Tender No
17/2024-25Tender Authority
Punjab State Transmission Corporation Limited ViewPurchaser Address
-Website
http://http://punjab.gov.in/power
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Documents
BOQ Items
Centring and shuttering for walls
124.66
361
-
Centring and Shuttering for faces of concrete in columns square or rectangular.
318.13
425
-
Centring and shuttering for sides and soffits of Beams,beam launching girder bressumers, lintels
28.17
339
-
Cement Concrete 1:8:16 with 40mm gauge stone aggregate mixing by mechanical means using concrete mixer volumetric type
11.02
2298
-
Cement Concrete 1:6:12 with 40mm gauge stone aggregate mixing by mechanical means using concrete mixer volumetric type
25.78
2292
-
Cement Concrete 1:5:10 with 40 mm gauge stone aggregate mixing by mechanical means using concrete mixer volumetric type
5.28
2286
-
Cement Concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
28.12
2386
-
Reinforced cement concrete M-20 machanically batch mixed using batch type mixer as per IS1791 and vibrated by needle vibrator but excluding steel reinforcement, centring and shuttering in foundation and plinth.
88.92
2762
-
Reinforced cement concrete M-20 mechnically batch mixed using batch type concrete mixture as per IS 1791 and vibrated by needle vibrator but execulding steel reinforcement centring and shuttering in super structure.
53.46
3431
-
Extra for Vibrator
28.12
24
-
Extra for RCC work done above 4m height
-
-
-
4-5 m
3.51
40
-
5-6 m
3.51
80
-
6-7 m
3.51
120
-
7-8 m
3.51
160
-
8-9 m
1.76
200
-
First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
4.5
4076
-
115mm thick brick work 1:4 in foundation
36
490
-
First class burnt brick work laid in cement sand mortar 1:4 in foundation
3.35
4081
-
First class burnt brick work laid in cement sand mortar 1:4 in 1st storey upto 4 m above plinth level.
1.56
4203
-
Conglomerate floor 25mm thick cement concrete topping 1:2:4.
18
167
-
Conglomerate floor 40 mm thick cement concrete topping 1:2:4.
4.84
200
-
Conglomerate floor 50 mm thick cement concrete topping 1:2:4.
20.33
219
-
12.5 mm thick cement plaster 1:3
67.8
133
-
20 mm thick cement plaster 1:4
57
182
-
Providing and fixing MS rail weighing 44.64 kg/mtr or 90 lbs/mtr
12.81
5800
-
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
98.99
780
-
Scaffolding system (cup lock type)on the exterior side upto seven stories
237.6
183
-
NON-SCHEDULE ITEMS
-
-
-
P&F Base Plates 235x220x12 mm thick
34
364
-
P&F MS cleats 65x65x6 mm
136
35
-
P&F 12.5 x 300mm long anchor bolts
136
20
-
P&F MS angle nozing 50x50x6mm
28.7
306
-
Steel work in flat etc. for cable racks of MS angls40x40x5 mm and MS Flat 75x6mm
126.63
69
-
P & F M S Angle Iron nosing 50x50x3mm
60
156
-
Supplying ,Hoisting & placing of Ferro-cement trench cover, frame of size given bleow made of MS flat 50x3mm with 6mm dia bars at 4-1/2” and 9” c/c welded to flat with lifting hook as per DRG.No. CW/ DS-2537-R-5 and CS/DS -2420 –R-3 complete of the following sizes.
-
-
-
2' 2" x 2' 2"
45
682
-
2' 6" x 1' 9"
78
649
-
Fixing of Template
68
200
-
Flooring of Cement Concrete 1:5:10 with crushed stone 20 mm size mechanically mixed laid in 75 mm thickness in blocks of size 3.0mx3.0m using shuttering complete in all respect including preparation of surface for laying concrete.
65.67
3411
-
Cement Slurry of cement to sand ratio 1:6 with cement content not less than 150kg/100sqm
919.8
55
-
Supplying & spreading of crushed stone ¾” nominal size (20mm)in 3” (75mm) thick layer in the switch Yard Area marked or as per direction of the Engineer-In-Charge i/c levelling & removal of grass at site.
68.99
1422
-
Adjusted/Landing Rates (i/c the effect of extra carriage and difference of quarry rates wherever applicable)
-
-
-
Fine Sand
27.27
514
-
Cement
62.35
465
-
Steel
9.9
274
-
Coarse Sand
72.62
486
-
Crushed Bajri 12mm/13.2mm
71.92
506
-
Crushed Bajri 10mm/11.2mm
71.92
542
-
40mm stone ballast
42.19
508
-
Bricks
7219
-
-
Disposal of Surplus soil and dismantled material with in 1KM of work i/c Loading/ Unloading and Carriage of Material from .5 km to 1.0 Km
259.67
109
-
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