Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Nov 2024
Closing Date16 Dec 2024
Tender Amount₹ 97,23,000
Costs
EMD
₹ 1,94,460Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDJK_265694_1Tender No
e NIT No 39 OF 2024-25 DATED 23.11.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
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BOQ Items
Hard Rock ( Requiring Blasting)
1401.71
687
963114.94
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:in AKS
312.78
479
149915.45
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as
directed IN Ordinary Rock
78.2
924
72319.36
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres
143.08
256
36750.1
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
59.26
5202
308323.85
Random Rubble masonry with hard stone in foundation and plinth
including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse
sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and
curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand)
537.36
5402
2903302.34
Dry random rubble masonry with hard stone in foundation and plinth Without bond stone
420.54
2793
1174904.65
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
157.8
416
65723.7
Dumping and filling of stone in horizontal level incl cost of stone
197.58
937
185310.28
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.
97.1
286
27804.59
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
41.7
6591
274874.9
Providing and laying non-pressure of specified class R.C.C. pipes
including collars/spigot jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.
Complete 900 mm dia. R.C.C. Pipe
7.5
3951
29637.38
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
11.88
218
2594.59
Hand packing of stone in wire crates incl stone and crates
8.64
1765
15254.7
Carriage of stone from an average distance of 5.00Km by MT incl loading unloading complete at site
1172.06
236
276793.69
Carriage of stone aggregate below 40mm from an average distance of 17.00Km by MT incl loading unloading complete at site
301.28
370
111675.46
Carriage of stone aggregate above 40mm from an average distance of 17.00Km by MT incl loading unloading complete at site
52.75
402
21240.84
Carriage of 900mm dia hume pipe culvert from an average distance of 230Km by Mt incl loding unloading complete at site
7.5
1490
11179.35
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