BRR : 8380194
Tender Brief : Tender For Annual Plan-Pro.No.59/2025-26-Mangod Thattu Thankaikadavu Road Retarring-General Civil Work - Retarring 2 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
(B) 75 mm thick :- (II) Bitumen (S-65) 3 5.2.1a:Tack Coa... Read More
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
(B) 75 mm thick :- (II) Bitumen (S-65) 3 5.2.1a:Tack Coa... Read More
Tender Value
₹
2,54,023
Contract Value
₹ 2,53,880
Saving / Difference
₹ 143
▲
Submission Date
16-09-2025
Contract Date
05-12-2025
Completion Date
60 days
Participated Bidder List
2 No of Bidder(s)
| Sr No. | Bidder Name | Bid Analytics | Technical Bid | Financial Bid | AOC | Bid Value | Rank |
|---|---|---|---|---|---|---|---|
| 1 | cnet-technologies | Bid Analytics | 2,53,880 | L1 | |||
| 2 | cnet-technologies | Bid Analytics | 2,69,665 | L2 |
Work Detail
tender for annual plan-pro.no.59/2025-26-mangod thattu thankaikadavu road retarring-general civil work - retarring 2 5.5.b.2a:modified penetration macadam 75 mm thick using bitumen s-65
construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kn static roller to achieve the desired degree of compaction as per technical specification clause 506.
(b) 75 mm thick :- (ii) bitumen (s-65) 3 5.2.1a:tack coat
providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. 4 5.11.1.a.2a:mix seal surfacing - manual means - type a - bitumen s-65
providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (type-a) or 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen 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 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509
by manual means :- type a
(ii) bitumen (s-65) 5 3.14:construction of subgrade and earthen shoulders
construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1.
construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kn static roller to achieve the desired degree of compaction as per technical specification clause 506.
(b) 75 mm thick :- (ii) bitumen (s-65) 3 5.2.1a:tack coat
providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. 4 5.11.1.a.2a:mix seal surfacing - manual means - type a - bitumen s-65
providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (type-a) or 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen 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 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509
by manual means :- type a
(ii) bitumen (s-65) 5 3.14:construction of subgrade and earthen shoulders
construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1.
View Original Notice/Document
Result Documents
Tender Documents
| Download | File Name | File Description |
|---|---|---|
| Download | SBD | Tender Documents |
| Download | Tendernotice_1 | Tender Documents |
| Download | 98954436-a3f1-47e6-b28e-a0c7c841f8d3 | Tender Documents |
| Download | AFDVT | Tender Documents |
| Download | BOQ_1313889 | Tender Documents |
| Download | EPAY | Tender Documents |
| Download | FEEREMI | Tender Documents |
| Download | FOT | Tender Documents |
| Download | IPACT | Tender Documents |
| Download | PAGMNT | Tender Documents |
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✦ ✦ ✦
Awarded Bidder(s)
1
cnet-technologies
Rank : L1 (Lowest)
Bid Amount :
₹
1,00,00,000
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