BRR : 9492125
Tender Brief : Tender For Asphalting work from the road towards Sukdevs Purva in Gram Panchayat Basrehar. - Clearing & Grubbing Road Land Including Uprooting Wild Vegetation,Grass, Bushes,Shrubs , and Trees of Girth upto 300 MM Removal of Stumps of Such Trees cut Earlier and disposal of Unserviceable Materials and Stacking of Serviceable Material to be used or Auctioned upto a Lead of 1000 M Including Removal and Disposal of Top Organic Soil not Exceeding 150 MM in thickness as Per Technical Specification Clause 201. 2 Construction of embankment with approved material obtained from borrow pits with a lift ... Read More
Tender Value
₹
22,52,000
Submission Date
21-08-2025
Participated Bidder List
3 No of Bidder(s)
| Sr No. | Bidder Name | Bid Analytics | Technical Bid | Financial Bid | AOC | Bid Value | Rank |
|---|---|---|---|---|---|---|---|
| 1 | cnet-technologies | Bid Analytics | |||||
| 2 | cnet-technologies | Bid Analytics | |||||
| 3 | cnet-technologies | Bid Analytics |
Work Detail
tender for asphalting work from the road towards sukdevs purva in gram panchayat basrehar. - clearing & grubbing road land including uprooting wild vegetation,grass, bushes,shrubs , and trees of girth upto 300 mm removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201. 2 construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5. 3 construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 4 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling withsmoothwheel roller 80-100 kn in stages to proper grade and camber, applying and brooming,stone screening / binding material to fill-up the interstices of coarse aggregate,watering and compacting to the required density grading 2 as per technical specification clause 405. 5 w.b.m. grading-3-providing, laying,spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with smooth wheel roller80-100 knin stages to proper grade and camber, applying and brooming,stone screening/binding materialto fill up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause 405 6 prime coat-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 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502. 7 tack coat-providing and applying tack coat with bitumen(vg-10) using bituman 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. 8 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. 9 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 510. 10 providing & laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area. thickness of 2.50 mm is exclusive of surface applied glass beads as per irc:35-2015. the finished surface to the level, uniform and free from streaks and holes. 11 construction of earthane shoulder with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site,spreading, grading to requird slope and compacting to meet requirement of table 300.1 and 300.2 with lead upto 1000m as per technical specification clause 301.5. 12 laying brick soling layer on prepared sub-grade with brick onedging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing as per technical specification clause 412. 13 s/f ofapproved signboard including painting and writing etc.
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