Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Nov 2023
Closing Date9 Dec 2023
Tender Amount₹ 2,11,24,000
Costs
EMD
₹ 4,22,480Document Cost
₹ 5,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWDJK_237001_1Bid Award Id
ViewTender No
NIT 27Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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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.
410.63
774427
1885.95
... More
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.
5475
407066
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.
273.75
2351772
8590.95
... More
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.
5475
1604722
293.1
... More
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.
5475
555165
101.4
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(Part B ) Construction Of 280 RM R-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 kinds of soil .
191.1
49084
256.85
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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.
29.4
26460
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 complete .
29.4
152965
5202.9
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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 40 mm nominal size) complete .
368.54
2113060
5733.6
... More
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.)
868
248551
286.35
... More
Providing and laying of P.V.C. pipes as weephools with 4" inch in diameter incl. carriage complete job
84
25200
300
... More
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
163.8
163800
1000
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Carriage of materials from approved source upto site of work by MT
-
-
-
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Stone Agg. For an avg. lead of 10 Km
352.8
98445
279.04
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Sand Agg. For an avg. lead of 14 Km
179.2
59386
331.4
... More
(Part C) Construction of 239 RM B/Wall
-
-
-
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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
239
44764
187.3
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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 .
23.9
21510
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 levelcomplete .
23.9
124349
5202.9
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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 40 mm nominal size)
235.58
1350721
5733.6
... More
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.)
518.15
148372
286.35
... More
Providing and laying of P.V.C. pipes as weephools with 4" inch in diameter incl. carriage complete job
57.36
17208
300
... More
Carriage of materials from approved source upto site of work by MT
-
-
-
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Stone Agg. For an avg. lead of 10 Km
231.83
64689
279.04
... More
Sand Agg. For an avg. lead of 14 Km
117.11
38810
331.4
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(Part D) Construction of 2No. (1X6Mtr.) RCC Slab Culvert
-
-
-
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Diversion Of nallah by way of providing ding alternate temporary traffic way as per requirement at site complete.
2
20000
10000
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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, 1 meter from cutting edge including getting out excavated earth and disposal of surplus excavated earth as directed by EIC.
165.12
79142
479.3
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Providing and laying Dry random rubble masonry Nallah with hard stone Incl all cost and carriage complete
61.6
215600
3500
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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 complete .
8.24
7416
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 complete .
5.5
28615
5202.9
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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) complete (Raft and Cap)
20.46
159350
7788.4
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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) complete (Slab).
36.16
355157
9821.83
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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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) complete
88
625182
7104.35
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
Thermo-Mechanically Treated bars of grade Fe-500D or more.
6820.8
840322
123.2
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Centering and shuttering including strutting, propping etc. and removal of form for:
-
-
-
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Foundations, footings, bases of columns etc. for mass concrete.
212.24
60774
286.35
... More
Suspended floors, roofs, landings, balconies and access platforms.
93.7
67295
718.2
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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
305.46
305460
1000
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Carriage of materials from approved source upto site of work by MT
-
-
-
... More
Stone Agg. For an avg. lead of 10 Km
133.6
37279
279.04
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Sand Agg. For an avg. lead of 14 Km
67.54
22382
331.4
... More
(Part E) Construction of 970 RM Cement Concrete Drain
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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.
1014.81
260653
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 .
130.95
117855
900
... More
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)
98.16
510716
5202.9
... More
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)
436.5
2502716
5733.6
... More
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)
1164
333311
286.35
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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.
1668.4
473491
283.8
... More
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.40mm thick with 20 mm nominal size stone aggregate
436.5
222724
510.25
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Carriage of materials from approved source upto site of work by MT
-
-
-
... More
Stone Agg. For an avg. lead of 10 Km
494.7
138041
279.04
... More
Sand Agg. For an avg. lead of 14 Km
271.6
90008
331.4
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Part (F) RCC Spun Pipes
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-
-
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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
-
-
-
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12" Dia
24.3
72900
3000
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18" Dia
14.6
58400
4000
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36" Dia
9.7
77600
8000
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Maintanance Cost For 5 Years @10% of Constructional Cost
-
-
-
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1st Year 10%
1
192000
192000
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2nd Year 15%
1
288000
288000
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3rd Year 20%
1
384000
384000
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4th Year 25%
1
480000
480000
... More
5th Year 30%
1
576000
576000
Evaluation Notes How It Works ?
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