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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.4 CrAccepted-AOC | ₹10.4 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹11.0 Cr+₹62.9 L (6.03%)Rejected-Finance GRAM NANEHA ASHA TEHSIL DEVBAND DISTRICT SAHARANPUR MOBILE 9927733433 | ₹11.0 Cr+₹62.9 L (6.03%) | 2 | Rejected-Finance L2 |
| 3 | 3₹11.1 Cr+₹72.7 L (6.98%)Rejected-Finance 385 65 GAOSHALA MUZAFFARNAGAR | ₹11.1 Cr+₹72.7 L (6.98%) | 3 | Rejected-Finance L3 |
| 4 | 4₹12.3 Cr+₹1.9 Cr (17.9%)Rejected-Finance 121004 | ₹12.3 Cr+₹1.9 Cr (17.9%) | 4 | Rejected-Finance L4 |
Tender Value
₹13.7 Cr
EMD Value
₹27.3 L
Closing Date
29 Mar 2023, 3:00 pmClosed
SE SAHARANPUR CIRCLE PWD SAHARANPUR
SE SAHARANPUR CIRCLE PWD SAHARANPUR
Widening- Strengthening Of Dholra Sisoli Budhana Road (ODR) Ch 0.000 to 14.650 via Kheri Sudiyan, Sisauli, Mundbhar Culvert - Moonlight School to Shahpur Basi Road.
2023_CEMRT_789010_1
349/24M-S/2023 Date 16-01-2023
Open Tender
Civil Works
Item Rate
270 days
muzaffarnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹27.3 L
5 Jul 2024
24 Mar 2023
29 Mar 2023
24 Mar 2023
29 Mar 2023
24 Mar 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scraping old painted surface including disposal of all scraped material to a distance of 30 meter (100 ft) as directed by Engineer-in-charge. S.I. No 772. Excluding G.S.T | 12,614 | Sqm | - | - |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Excluding G.S.T | 7,680 | Cum | - | - |
| 3 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Excluding G.S.T | 7,887 | Cum | - | - |
| 4 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. Excluding G.S.T | 6,048 | Cum | - | - |
| 5 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Excluding G.S.T | 1,758 | Cum | - | - |
| 6 | Providing, laying, spreading and compacting stabilized graded stone aggregate to wet mix macadam specification after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC and 3.5% Emulsion in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Excluding G.S.T | 3,377 | Cum | - | - |
| 7 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. Excluding G.S.T | 10,587 | Sqm | - | - |
| 8 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Excluding G.S.T | 22,687 | Sqm | - | - |
| 9 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Excluding G.S.T | 3,851 | Cum | - | - |
| 10 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Excluding G.S.T | 67,045 | Sqm | - | - |
tech_bid_open.pdf
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