Rural Engineering Department Tender
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Rural Engineering Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date30 Mar 2023
Closing Date15 May 2023
Tender Amount₹ 57,15,000
Costs
EMD
₹ 1,15,000Document Cost
₹ 3,286Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_REDUP_791331_1Bid Award Id
ViewTender No
1802/RED/Circle Vns/01 Date 18-03-2023Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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Documents
BOQ Items
Providing laying spreading and compacting stone aggregates(size 22.40-53mm) of water bound macadam specification including spreading in uniform thickness hand packing-rolling with three wheeled smooth roller 8-10 KN in stages to proper grade and camber applying and brooming requisite type of screening/binding materials to fill-up the interstices of course aggregtate watering and compacting to the required density grading 3 as per Technical Specification clause 405.
254.75
871652
3421.6
Brick edging on both side of the road with 1st class bricks laid on edge with mud mortar including cost of all labour materials T&P etc complete. S.I. No-765
1.11
86580
78000
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 100 kg/sqm using mechanical means as per Technical Specification clause 502.
3396.6
153865
45.3
Providing and applying Tack coat with bitumen emulsion R-S1 using emulsion distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer cleaned with Hydraulic broom as per Technical Specification clause 503(iii).
3396.6
49250
14.5
Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 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 of Type C as per Technical Specification Clause 508.(By Mechanical Means)
3396.6
669469
197.1
Providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade VG-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.(By Mechanical Means)
3396.6
224175
66
Earth work in cutting or in embankment in ordinary soil. Excavation to be done in the form of regular pits not exceeding 1/2 m. in depth and earth work in embankment to be done in 20cm. layers including its ramming and dressing the surface upto required level and slope and including 1.5m lift and 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. distance including T & P etc. as per direction of the E/I. (as per UP PWD Sl. No. 253). (in patri work)
454.95
52319
115
P/L of R.C.C. Hume Pipe NP-3 600mm dia. i/c collers/spigot jointed with stiff mixture of cement in the proportion of 1:2 i/c testing of joints
5
16000
3200
Supply and fixing of informatory M.S sign board, size 1.2X0.90m made of 18mm gauge M.S sheet fic in ISA 40X40X6mm, frame support in back side by 40X5mm flat iron on all four side along with to vertical post of2.90mt. Diagonal bracing of size 40x5mm fiat iron, electrically welded and painted with one coat red oxide primer and 2 coat superier quality enamel paint with lettering work of required specified information also I/c fixing in trench both side C.C. 1:2:4 size 0.45 x 0.45x0.50 m Required for proper complation of the work. Reference Specification S.I. No. 502
1
4800
4800
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