Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date7 Dec 2023
Closing DateCancelled
Tender Amount₹ 2,87,40,000
Costs
EMD
₹ 5,74,800Document Cost
₹ 5,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWDJK_239347_1Tender No
NIT 36Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
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Documents
BOQ Items
Disposal of excavated earth wihin 2km by MT incl. Arranging Dumping site.
599
110395
184.3
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and anches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth.
-
-
-
Beyond 30 cm girth upto and including 60 cm girth.
10
3790
379.05
Beyond 60 cm girth upto and including 120 cm girth.
18
30294
1683
Beyond 120 cm girth upto and including 240 cm girth.
12
93548
7795.7
Above 240 cm girth
2
31254
15627
Part (B) Dismentalling.
-
-
-
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)
204
351940
1725.2
Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 meters lead
1000
26050
26.05
Dismantling and stacking within 50 meters lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of T or L iron or pipe
40
7168
179.2
Part (C) Construction Of Road
-
-
-
Providing laying and spreading of Granular Sub-base / base/surface coarce with local materilas by mix in place method normal construction of general layer sub-base by providing local material spreading in uniform layers with mortae grader on prepared surface , mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408. complete
1642
1642000
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.
547.5
1204500
2200
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.
547.5
1032557
1885.95
Providing and laying 50mm 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.
365
3135696
8590.95
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.
7300
542755
74.35
Providing and laying 25mm thick 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.
7300
2139630
293.1
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.
7300
740220
101.4
(Part D ) Construction Of R-Wall. (105 RM)
-
-
-
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 .
71.66
18405
256.85
Prividng and laying of stone soling 75mm nominal size in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/ dressing and carriage of materials from approved nearest sources to site of work complete.
11.03
9922
900
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 complete .
11.03
57361
5202.9
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with : 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) complete .
138.2
1045455
7564.8
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.)
330.75
208025
628.95
Providing & laying of filter media with granular nallah bed materials to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & provided over the entire surface behind abutment, wing wall & return wall to the full height compacted to a firm condition complete as per drawing & Cum technical specifications
53.74
53740
1000
Providing and laying of P.V.C. pipes as weephools with 4" inch in diameter incl. carriage complete job
31.5
9450
300
Carriage of materials from approved source upto site of work by MT
-
-
-
Stone Agg. For an avg. lead of 10 Km
134.3
37475
279.04
Sand Agg. For an avg. lead of 14 Km
66.15
21922
331.4
(Part E) Construction of B/Wall (257RM)
-
-
-
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 .
257
66010
256.85
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 .
25.7
23130
900
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 complete .
25.7
133714
5202.9
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 40 mm nominal size)
253.32
1452435
5733.6
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.)
621.42
177943
286.35
Providing and laying of P.V.C. pipes as weephools with 4" inch in diameter incl. carriage complete job
61.68
18504
300
Carriage of materials from approved source upto site of work by MT
-
-
-
Stone Agg. For an avg. lead of 10 Km
248.33
69294
279.04
Sand Agg. For an avg. lead of 14 Km
125.57
41613
331.4
(Part F) Construction of Crate Apron Bund
-
-
-
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) ncluding disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil
495.36
127233
256.85
Providing and laying of quarry stone apron laid in wore crates with 4mm dia black anealed wire conforminh to is:280 and IS 4826 in 100 mm x 100mm mesh (woowen diagonally including 10% extra for laps and joints laid with quarry stones abtained at site from hard rock cutting weighing not less than 25kg each as per drawing and technical specification clause 1301) incl. cost and carriage of all material to site of work with 3km lead lifts laoding unloading and octori )finished work to be measured complete ) Tier1, Tier2 and Tier 3)
1486.08
5170369
3479.2
Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in recharge pit in the required thickness for all leads and lifts all complete as per direction of Engineer-in-charge. (Back Filling)
376.69
322936
857.3
(Part G) Construction of Cement Concrete 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: All kinds of soil .
627.75
161237
256.85
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 .
81.3
73170
900
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 complete .
60.75
316076
5202.9
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 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete
270
1548072
5733.6
Providing and applying 12mm thick Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) including curring and carriage complete.
1080
287496
266.2
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
720
206172
286.35
Providing and laying 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.50mm thick with 20 mm nominal size stone aggregate
270
151780
562.15
Carriage of materials from approved source upto site of work by MT
-
-
-
Stone Agg. For an avg. lead of 10 Km
306.38
85492
279.04
Sand Agg. For an avg. lead of 14 Km
171.27
56758
331.4
Part (H) (Cross Drainage) RCC Spun Pipes
-
-
-
Providing & Laying RCC Pipes of different 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
-
-
-
9" Dia
19.5
48750
2500
12" Dia
12.2
36600
3000
18" Dia
12.2
48800
4000
24" Dia
12.2
73200
6000
36" Dia
70.6
564800
8000
Part (I) 900 MM Pipe Culvert
-
-
-
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(Ordinary Rock
353.88
174639
493.5
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 .
17.83
16047
900
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 complete .
11.59
60301
5202.9
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 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete
42.94
246200
5733.6
Providing and laying 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.50mm thick with 20 mm nominal size stone aggregate
43.92
24689
562.15
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars
526
64803
123.2
Dewatering / Diversion of Nallah During execution if found necessary including traffic diversion and cost and carriage of all material from approved source to site of work with all leads lifts loading unloading complete
1
50000
50000
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)
5.4
9316
1725.2
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge
1.35
3397
2516.85
Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in recharge pit in the required thickness for all leads and lifts all complete as per direction of Engineer-in-charge
13
11144
857.3
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
242.4
69411
286.35
Providing and laying of RCC Pipes 900 mm dia to the recorded Cross Slope, Providing proper position, proper jointing & cushioning incl.Carriage of pipes upto site of work.
21.96
175680
8000
Carriage of materials from approved source upto site of work by MT
-
-
-
Stone Agg. For an avg. lead of 10 Km
50.48
14085
279.04
Sand Agg. For an avg. lead of 14 Km
25.52
8457
331.4
Part (J)ROAD FURNITURE
-
-
-
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
320
204448
638.9
NABARD BOARD:-Providing and fixing of typical NABARD informatory sign Board with logo as per MORD specification and drawingThree MS plates 1.6 mm thick top and middle plate duly welded with MS Flat Iron 25mmx5mm on back edgesThe lower plate will be welded with MS angle iron frame of 25x25x5mmThe angle iron frame of the lower most plate and flat iron frame of the middle plate will be welded to 2 No. 75x75mm of 12 SWG Sheet tubes posts duly embeded in cement concrete M-15 Grade blocks of 450x450x600mm, 600mm below ground levelThe top most diamond plate will be welded to middle plate by 47x47mm of 12SWG Steel plate tubes. All MS well be stove enameled on the both sides. Lettering and printing arrows, border etcwill be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tubes will be painted with primer & two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 (Chapter10,10.16)
2
25899
12949.69
Maintenance board - Providing and fixing of citizen information Board as per Techanical Specifications, drawing & details
2
32000
16000
Maintanance Cost For 5 Years @10% of Constructional Cost
-
-
-
1st Year 10%
1
261275
261275.99
2nd Year 15%
1
391913
391913.99
3rd Year 20%
1
522551
522551.98
4th Year 25%
1
653189
653189.98
5th Year 30%
1
783827
783827.97
Evaluation Notes How It Works ?
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