Rural Engineering Department Tender
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Rural Engineering Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Feb 2024
Closing Date2 Mar 2024
Tender Amount₹ 14,31,000
Costs
EMD
₹ 29,000Document Cost
₹ 1,016Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_REDUP_904115_1Bid Award Id
ViewTender No
05/03.02.2024Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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Documents
BOQ Items
W.B.M (Grade-3) Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm to water bound macadam (G-3) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, type-B 11.2mm stone screenings @0.18 Cum per 10 Sqm to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405. 4.7.3) By manual means
67.5
279481
4140.46
7cm wide brick edging on both side of road with first class M-150 bricks laid on edge with mud mortar including labour and supply of brick finished to required tamplate and proper alingment and including dressing ramming the excavated earth as directed by E/I S.I. No. 765
0.3
20700
69000
Earth work in cutting or filling in ordinary soil including all as per S.I. No. 253+231(a) with 1 K.M. Cartage
959.38
169426
176.6
Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502.
900
39564
43.96
Providing and applying tack coat with emulsion RS-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.
900
12627
14.03
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 @0.27cum per 10 sqm either using penetration grade bitumen VG-10 @1.46kg per sqm 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.
900
174816
194.24
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.
900
59382
65.98
Construction of 1 nos. 450mm Dia Hume Pipe Culvert
1
26654
26654.06
B-For Signboard-Excavation in foundation in ordinary soil (Loam clay, or sand ) including lift upto 1.5 m & lift up to 30.0 Mtr & including filling,watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of foundataion trenches or in to the plinth and removal & disposal of surplus earth as directed by the Engineer- In-Charge up to a distance of 30.0 Mtr from the foundation trenches as per SI. N0. 251.
0.18
20
115
Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundation and under floors, including supply of all materials, labour and T&P etc. required for proper completion of the work.as per SI. N0. 275
0.09
314
3495
Plain cement concrete in 1:2:4 cement , coarse sand and grit as per S.I. 279(B)
0.14
978
6990
Supply of 1.20x0.90m sign board
1
4200
4200
Lettering and Painting of Standard size sign Board as per CH 22 sl.no. 09
1
625
625
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