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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 CrAccepted-Finance | L1 | Accepted-Finance Accepted-Due to rate are 25.77 percent below-L1 Bidder | |
| 2 | L2₹13.5 Cr+₹3.1 Cr (29.5%)Rejected-Finance | L2 | Rejected-Finance Rejected-Due to rate are 3.87 percent below-L2 Bidder | |
| 3 | L3₹13.9 Cr+₹3.5 Cr (33.2%)Rejected-Finance D 172 SAKET MEERUT DISTRICT MEERUT | MEERUT | MEERUT | UTTAR PRADESH | L3 | Rejected-Finance Rejected-Due to rate are 1.15 percent below-L3 Bidder |
Tender Value
₹15.6 Cr
EMD Value
₹31.1 L
Closing Date
12 May 2022, 12:00 pmClosed
SE RED MEERUT CIRCLE MEERUT
Apar Ayukt Campus, Surajkund Road Meerut
Construction and Maintenance Works of District - Meerut Under Package No - UP 5289 Name of Road - Saifpur-Firozpur(T01) Madhya Gangal Canal Patri to Bhadra kali colony, Road Length - 24.300 KM
2022_UPRRD_116802_1
7162/RED/PMGSY-3/Dt-26-3-22
Open Tender
Civil Works - Roads
Percentage
365 days
Meerut
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹31.1 L
SE RED MEERUT CIRCLE MEERUT
20 Jan 2023
18 Apr 2022
13 May 2022
18 Apr 2022
12 May 2022
27 Apr 2022
22 Apr 2022
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. | - | Sqm | 3.2 | - |
| 2 | 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 300.1 & 300.2 with lead upto 100 m. | - | Cum | 120.9 | - |
| 3 | (Dismantling of flexible pavements ) Scraping old painted surface including disposal of all scrapped material to a distance of 30 meters (100ft.) as directed by Engineer-in-charge & PWD specification No. 772. | - | Sqm | 7 | - |
| 4 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(GSB) | 1 | Cum | 2,656.1 | ₹2,653.44 |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(G-2) | 1 | Cum | 3,407.8 | ₹3,404.39 |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (G-3) | - | Cum | 3,418.2 | - |
| 7 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | Sqm | 46.2 | - |
| 8 | 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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | Sqm | 12.9 | - |
| 9 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion (VG-10) as per Technical Specification Clause 508 | - | Sqm | 186.6 | - |
| 10 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A using Bitumen (VG-10)) as per Technical Specification Clause 510. | - | Sqm | 64.5 | - |
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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