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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC N K TOWER NEAR KARGICHOWK DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | ₹1.8 Cr Quoted ₹1.5 Cr | L1 | Accepted-AOC Accepted. |
| 2 | L2₹1.6 Cr+₹9.4 L (6.29%)Rejected-AOC 5 A WEST REST CAMP DEHRADUN | ₹1.6 Cr+₹9.4 L (6.29%) | L2 | Rejected-AOC Rejected. |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder did not submitted required document. |
Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
18 Jun 2024, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Yamuna Colony, Dehradun
Renewal work through recycling of Doiwala-Khairi motor road of Doiwala Constituency of Dehradun District under the Annual Repair 2024-25.
2024_pwd_71891_1
3108/1C-9/2024, Dated 25-05-2024
Open Tender
Civil Works - Roads
Item Rate
180 days
Doiwala-Khairi motor road
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Temp. Div., PWD, Rishikesh
₹3.5 L
Superintending Engineer, 9th Circle, PWD, Dehradun
28 Sept 2024
28 May 2024
18 Jun 2024
28 May 2024
18 Jun 2024
4 Jun 2024
3 Jun 2024
Amount
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) with Bitumen VG-30
Recycling of Bituminous Pavement with Central Recycling Plant (Recycling pavement by cold milling of exiting bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 % of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 517.)
Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.
M/S DOON INFRASTRUCTURE
stage.html
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tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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