Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date1 Nov 2024
Closing Date8 Nov 2024
Tender Amount₹ 58,69,584
Costs
EMD
₹ 1,17,392Document Cost
₹ 1,600Tender Fee
Refer Documents
Summary
Pmgsy Ramwari Road To Pathribal Road
Description
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Contact
Tender Id
2024_PWDJK_262970_1Bid Award Id
ViewTender No
NIT No 32Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Ordinary Rock
1235.52
392
-
Hard Rock (Blasting Prohibited)
617.75
1128
-
Filling available excavated earth (including rock) in trenches, plinth, sides of foundations etc. in layers, consolidating each deposited layer by ramming and watering, including all leads and lifts.
408
285
-
Providing and Laying in Layers of not more than 200mm depth RBM/Nallah Muck/Tunnle muck Including sorting, spreading, watering and consolidation with PRR 8-10 tonne Including all Lifts and carriage complete (Max stone size not to exceed 150mm in any Direction) All Complete Job.
510
1000
-
Supplying , stacking and Laying at site WBM GII stone aggregate of size 63 mm to 45 mm, Stone screening of size 13.2 mm nominal size (Type A) specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
164.25
2200
-
Providing & Laying RCC Pipes of diff dia's in proper position incl excavation of trenches, ramming of bottom,dressing of sides providing required cushion over the pipes incl loading, unloading & carriage upto site of work complete of
-
-
-
36" dia
29.3
8500
-
24" dia
9.75
5500
-
18" dia
24.4
4000
-
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
-
-
-
Beyond 30 cm girth upto and including 60 cm girth.
3
379
-
Beyond 60 cm girth upto and including 120 cm girth
7
1683
-
Beyond 120 cm girth upto and including 240 cm girth.
2
7795
-
Construction of R-wall, B-wall, TOE-wall in stone Masonry (Part-B)
-
-
-
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: All kinds of soil :
92
256
-
Providing and Laying dry stone soling dully hand packed incl.ramming etc with all cost and carriage of materials,complete including all carriages of material complete .
18.4
1000
-
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)
18.4
5202
-
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)
189.29
5402
-
Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. (Nallah)
41.07
3262
-
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
96
416
-
Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing
181.44
297
-
Supply & Stacking/ filling of Nallah mukh /Stones Behind R/Wall as Back Filling Including Raming & Carriage Complete
40
850
-
Carriage of materials
-
-
-
Stone Agg .20mm For an avg. lead of 10 Km
4.27
279
-
Stone Agg . 40mm For an avg. lead of 10 Km
16.38
303
-
Sand Agg. For an avg. lead of 15 Km
8.65
344
-
Stone Masonry material Carriage 10 Km avg Lead
230.3
328
-
Construction of Crate Wall (Part-C)
-
-
-
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock
159.26
940
-
Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Nallah stone
148.7
335
-
Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wire crates
269.61
2732
-
Add cost of crate incl knitted wire crates, weaving binding complete.
1040.89
342
-
Filling of Stone Boulders/nallah muck/khakh bajri behind crete works incl Carriage complete job.
52.04
900
-
Evaluation Notes How It Works ?
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