Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Feb 2024
Closing DateCancelled
Tender Amount₹ 1,55,99,000
Costs
EMD
₹ 10,38,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Summary
Construction Of Samaudideeh Road To Bareti Link Road
Description
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Contact
Tender Id
2024_CEUCZ_907662_6Tender No
948/352C/E-TEN/STP-LMP/23-24 Dt 09-02-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density. As per technical specification clause 405.
407
2319900
5700
Brick edging on both sides of road surface with class-150 sub class A bricks 8 cm wide and 12 cm deep. Laid dry on edge. Including cost of material, all labour T&P charges etc complete. As per S.I. No 765
1.45
139200
96000
Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits availble land with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specitaion Clause 303.1
1500
127500
85
Providing and applying Prime tack coat with emulsion S.S.-2 using emulsion distributor at the rate of 0.70 kg per sqm on the prepared surface cleaned with air compressure. .
5437
201169
37
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom .
5437
76118
14
Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant ,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat .
5437
1054778
194
Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .
5437
375153
69
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
78
10140
130
Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling, concrete and masonary works in head walls and parapets
30
201000
6700
Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.
3.3
27390
8300
Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203
40
288000
7200
Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4
97
7275
75
Construction of 350 mm dia gool. Including cost of all material , labour T&P charges etc complete.
22
46200
2100
10 Rowa Causeway
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material.
480
62400
130
Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete.
4
18400
4600
Dewatering the ground water for trenches with hire, operational & fuel charges of pump with oprater complete.
720
100800
140
Plain cement concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
143
1186900
8300
Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specification Clauses 600, 1202 & 1203.
193
1389600
7200
Providing and laying reinforced cement concrete pipe NP3 for cause way including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. As per clauses1106.
75
502500
6700
Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 & 1204
59
4425
75
Colour washing 2 coat. As per SI No 675
59
1239
21
Sand filling in plingth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, dressing etc. Rate to include cost of all materials. Labour and T&P etc required for proper completion of the work.
170
110500
650
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer as per approved, curing compound, finishing to lines and grades as per drawing 14 days curing.
29.6
260480
8800
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202
0.8
6880
8600
Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/ superstracutre as per technical specification clauses 613.4 & 1204
3
480
160
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
30
63000
2100
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
90
333000
3700
Routine maintenance charge up to 5 Years for any diffect / damaged found after construction of all works including restoration of paved surface , shoulders , culverts road furniture etc complete. As per direction of E/I.
1
1149913
1149913.28
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