Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Nov 2023
Closing Date29 Nov 2023
Tender Amount₹ 84,53,000
Costs
EMD
₹ 1,69,060Document Cost
₹ 1,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWDJK_237312_1Bid Award Id
ViewTender No
NIT30Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
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Documents
BOQ Items
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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.
112.5
247500
2200
... More
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
140.63
265221
1885.95
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Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.On W.B.M. @ 0.75 Kg/sqm.
1875
139406
74.35
... More
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
93.75
805401
8590.95
... More
Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge 25 mm compacted thickness with bitumen of grade VG 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
1875
549562
293.1
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Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
1875
190125
101.4
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Earthen Shoulders :Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
36
9957
276.6
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(Kacha Drain) 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:
108
27739
256.85
... More
Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats)
150
33990
226.6
... More
Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive.
60
11352
189.2
... More
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. 450 mm dia. R.C.C. pipe
40
160000
4000
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(Part B) Construction of B/Wall
-
-
-
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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 of kind soil.
180
46233
256.85
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Providing and Laying stone soling (Nallah) dully hand packed incl.ramming etc with all cost and carriage of materials,complete including all carriages of material complete .
18
16200
900
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering ( 1:4:8) - All work up to plinth level including all carriages of material complete .
18
100800
5600
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Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: In cement mortar.
135
135000
1000
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Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level, B-wall, R-wall and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand) incl point of face and placing of weep holes at different spots if necessary as directed by site Engineer. Incl all cost and carriage complete (Nallah Stone) Incl Pointing. Above Plinth Level
114.82
803740
7000
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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) Nallah
12.76
71456
5600
... More
Labour charges for Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. Incl all cost and carriage complete(Material Available at site)
54.68
82020
1500
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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
135
56227
416.5
... More
Providing and laying Backfilling beind R/Walls with Nallah Muck/GSB Incl all cost and carriage of material complete.
27
16981
628.95
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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 req cushion over the pipes incl loading, unloading & carriage upto site of work complete of
-
-
-
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9" Dia
3.65
9125
2500
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12" Dia
14.58
43740
3000
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24" Dia
14.58
80190
5500
... More
36" Dia
14.58
123930
8500
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(Part C) Construction of R/Wall
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-
-
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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 of kind soil.
400.8
102945
256.85
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Providing and Laying dry stone soling hand packed incl.ramming etc with all cost and carriage of materials,complete including all carriages of material complete .
30.06
27054
900
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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)
20.04
112224
5600
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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)
392.4
2354400
6000
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Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets etc. (Kit ply)
720
452844
628.95
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Providing and applying 12mm thick Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) including curring and carriage complete.
432
125280
290
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular GSB)
57.6
36227
628.95
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Providing and laying of P.V.C. pipes as weephools with 3" inch in diameter incl. carriage complete job
700
140000
200
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(Part D) Construction of crate protection bound
-
-
-
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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 Alll kind of soil.
95.04
17800
187.3
... More
Constructing vertical bunds with sloping faces, by quarry stone filling (dry, hand packed tightly); including cost of stones including Making knitted wire crates Mesh type 10x12 (D=100 mm) Zn+PVC coated. Mesh wirediameter 2.70/3.70 mm (ID/OD). of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; including cost of fillingstones and weaving materials all complete in Tier1, Tier2 and Tier3.
228.09
710272
3114
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Backfilling behind abutmentwing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular material)) including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.
156.59
98484
628.95
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