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₹ 1,63,52,000
Costs
EMD
₹ 10,79,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Summary
Construction Of Salpurlaukinewada Road To Chharehati Bohara Road Via
Description
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Contact
Tender Id
2024_CEUCZ_907652_5Tender No
1159/352C/E-TENDER/STP-LMP/24 Dt 16-2-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
Providing ,Laying ,spreading and compacting stone aggregates of 63-45 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,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density. As per technical specification clause 405.
543
2932200
5400
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.
590
3127000
5300
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
1.9
182400
96000
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 33 grade cement @ 310 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.
112.5
990000
8800
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
2000
170000
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. .
7125
270750
38
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom .
7125
106875
15
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 .
7125
1389375
195
Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .
7125
491625
69
1000mm dia NP-3 Hume Pipe Culvert
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.
98
12740
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
37.5
247500
6600
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.
4.1
33620
8200
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
50
360000
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
121
9075
75
Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/ superstracutre as per technical specification clauses 613.4 & 1204
4
640
160
Construction of 350 mm dia gool. Including cost of all material , labour T&P charges etc complete.
22.5
47250
2100
3 Row 1000 dia Hume Pipe Culvert
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.
120
15600
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
45
297000
6600
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.
3.5
28700
8200
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
40.5
291600
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
102
7650
75
Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/ superstracutre as per technical specification clauses 613.4 & 1204
0.9
144
160
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
1192531
1192531.8
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