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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.0 LAccepted-AOC H NO 781 SECTOR 9 JIND | L1 | Accepted-AOC Lower bid | |
| 2 | L2₹81.2 L+₹3.2 L (4.17%)Rejected-Finance H NO 74 E STREET NO 11 JAWAHAR NAGAR HISAR HARYANA INDIA PIN NO 125001 | HISAR | HARYANA | 125001 | L2 | Rejected-Finance High bid | |
| 3 | Rejected-Technical | - | Rejected-Technical Not responsive |
Tender Value
₹85.8 L
EMD Value
₹1.7 L
Closing Date
21 Mar 2024, 5:00 pmClosed
Dharambir Singh
EO-cum-CE Office
Construction of 1000 feet long and 12 feet wide metalled approach road Near Kila No. 763 consisting of two layers of stone metal as soling and wearing coat
2024_HRY_358967_1
202427C043ED 4D2E 4EFE B8DD 7319D7054F0D829CCS
Open Tender
Civil Works
Works
150 days
Hisar
As per BID document
2 documents required · 2 mandatory
₹5,000
₹1.7 L
Yes
16 Aug 2024
26 Feb 2024
22 Mar 2024
27 Feb 2024
21 Mar 2024
1 Mar 2024
Amount
[10.36]Brick on end in soil/edging in required pattern with bricks of class designation
[17.22.2]Water Bound Macadam Gr I 2. Water Bound Macadam Grading I with screening Type A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications
[17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam - II with Screening Type A / Type B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications
[17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications
[17.29]Built-up-Spray Grout Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm
[17.32.1]Surface Dressing Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG - 10 laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications 1. 19 mm nominal chipping size, with bitumen
[17.33.1]Open - Graded Premix Surfacing 20 mm thickness 1. Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 10 @ 1.46 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications.
[17.36.3]Seal Coat 3. Type B with VG - 10 bituminous binder Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications.
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