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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.4 LAccepted-AOC | ₹5.4 L | 1 | Accepted-AOC L-1 |
| 2 | 2₹5.5 L+₹7,203.05 (1.33%)Rejected-Finance | ₹5.5 L+₹7,203.05 (1.33%) | 2 | Rejected-Finance L-2 |
| 3 | Not Admitted-Fee | - | - | Not Admitted-Fee Non Compliant |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
7 Jan 2022, 5:00 pmClosed
Executive Engineer
Executive Engineer, Provincial Division No.2, PWD BR Br., Karnal
Construction of internal road and parking of PWD Rest House at Gharaunda
2021_HRY_201765_1
Construction of internal road and parking of PWD R
Open Tender
Civil Works
Works
90 days
Karnal
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Yes
₹10,000
Yes
10 Jul 2023
29 Dec 2021
10 Jan 2022
29 Dec 2021
7 Jan 2022
29 Dec 2021
Amount
Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (HSR 17.5.3)
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORT&H specifications. Grading Ill material (HSR 17.15.3)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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 (HSR 17.23.2)
Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15: 1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications (HSR 17.44)
Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1 :3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½ :3 (1 Cement: 1½ coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.39.1)
Providing and fixing up to floor four level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1 :3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete: 1:1½:3 (1 Cement: 1½ coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.40.1)
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20kg/10 sqm) (HSR 11.95.1)
Providing and Laying 80 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. (HSR 17.69.2)
Sh. Raj Kumar
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tech_eval.pdf
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