Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Jan 2025
Closing Soon3 Feb 2025
Tender Amount₹ 67,35,806
Costs
EMD
₹ 1,34,716Document Cost
₹ 1,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDJK_271241_1Tender No
nit 49Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
Above 240 cm girth
1
15627
15627
... More
Part B (Earthwork)
-
-
-
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Earth work in bulk excavation by mechanical means (hydraulic excavator) 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. All kinds of soil :
3263.75
187
611300.38
... More
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:
195.83
467
91511.36
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Part C (Dismantling)
-
-
-
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Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix)
145.2
1725
250499.04
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Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar
38.1
1458
55568.85
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Part D (Cement Concrete Drain)
-
-
-
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Earth work excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth 1.5mtrs in width as well as 10sqm on plan) including disposal of 1excavated earth lead upto 50M and lift upto 1.50 M. disposal earth to be levelled and neatly dressed incl. dewatering etc as per the directions of Engineer Incharge complete. All kinds of soil
10.46
300
3138
... More
Providing and Laying stone soling dully hand packed incl.ramming etc with all cost and carriage of materials, complete including all carriages of material complete .
20.25
900
18225
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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)
10.12
5202
52653.35
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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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
45
5733
258012
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Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
240
286
68724
... More
Providing and laying of cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
45
562
25296.75
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Providing and Applying 12 mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand)
180
266
47916
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Carriage of materials
-
-
-
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Stone Agg. For an avg. lead of 15 Km
67.83
347
23564.14
... More
Sand Agg. For an avg. lead of 15 Km
38.32
347
13312.37
... More
Part E (Rcc Spun Pipes)
-
-
-
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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
-
-
-
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9" Dia
9.7
2500
24250
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12" Dia
9.7
3000
29100
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18" Dia
9.7
4000
38800
... More
24" Dia
9.7
5500
53350
... More
36" Dia
21.9
8500
186150
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Part F (GSB Filling)
-
-
-
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Supply, stacking and laying of GSB Naturally occurring gravel close graded maximum aggregate size range 75mm granular sub base course nallah including sorting, spreading to template, watering and consolidation to required gradient and camber with 80-100KN road roller all inclusive leads, lifts, loading, unloading carriage of materials from approved source to site of work complete. Finished work
273.75
1200
328500
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Part G (WBM G-II)
-
-
-
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Supply, stacking and laying of WBM grade 2nd with specified graded stone aggregate 163mm - 45mm size broken quarry stone @0.92cum/10 sqm and using of screening 11.20mm size @ 0.155cum/10sqm and binding material @0.06cum/10sqm of road surface including sorting, spreading to template, watering and consolidation to required gradient and camber with (80-100) KN road roller all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from approved source to site of work complete (To be laid as per guide line of MOST specification). Finished work to be measured and paid.
136.87
2700
369549
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Part H (Boundary Wall)
-
-
-
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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: All kinds of soil
81
479
38823.3
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Providing and Laying stone soling dully hand packed incl.ramming etc with all cost and carriage of materials, complete including all carriages of material complete .
18
1000
18000
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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)
9
5202
46826.1
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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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
63
5733
361216.8
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Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
27
7788
210286.8
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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
13.68
9821
134362.91
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Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
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Foundations, footings, bases for columns
300
286
85905
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Lintel, beams, plinth beams, girders, bressumers and cantilevers.
109.44
577
63228.96
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more.
3661.2
123
451059.84
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Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in: 1:6 ( 1 cement : 6 coarse sand) incl Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
47.95
10500
503475
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Fencing with Y angle iron post placed at required distance embedded in cement concrete blocks, every Y post at a distance of 6' C/c, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines with horizontal wires, of barbed wire 12x12 wire dia of weighing 6.06 mtr per 1kg (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles and priming coat to the post and paint of required colour etc. incl fitting and fixing them in grooves of angle iron and carriage complete job.
-
-
-
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Post 50x50x6
256.5
120
30985.2
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Barbed wire 12x12-3" spacing of Barb@6.06 Rm/Kg
66
110
7260
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Carriage of materials
-
-
-
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Sand Agg. For an avg. lead of 20 Km
53
409
21726.82
... More
Stone Agg. For an avg. lead of 20 Km
100.29
409
41112.88
... More
Part I (Construction of Crate Apron Bund)
-
-
-
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Earth work in bulk excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth 1.5mtrs in width as well as 10sqm on plan) including disposal of 1excavated earth lead upto 50M and lift upto 1.50 M. disposal earth to be levelled and neatly dressed incl. dewatering etc as per the directions of Engineer Incharge complete. All kinds of soil
172.8
270
46656
... More
Providing and laying of quarry stones apron leld in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4828 in 100 mm x 100 mm mesh (woven diagonally) Including 10 per cent extra for lape and joints laid with quarry stones obtained at site from hard rock cutting weighing not less than 25 kg each as per drewing and technical specifications Clause 1301 )including cost and carriage of all materials to site of work, with Sim leads, lifts, loading unloading and octorl. (Finished work to be measured, complete.)
518.4
3479
1803617.28
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Supplying, fllting, spreading and leveling gravels of size range 5 mm to 10 mm, in recharge pit over the existing layer of boulders, in the required thickness for all leads and lifts all complete as per direction of Engineer in-charge.
339
857
290624.7
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