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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.1 CrAccepted-Finance | ₹2.1 Cr | 1 | Accepted-Finance Ist Lowest |
| 2 | 2₹2.2 CrAccepted-Finance | ₹2.2 Cr | 2 | Accepted-Finance 2nd lowest |
| 3 | 3₹2.2 CrAccepted-Finance MANSA | ₹2.2 Cr | 3 | Accepted-Finance 3rd lowest |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
10 Apr 2026, 2:00 pmClosed
ER ONKAR SINGH
EXECUTIVE ENGINEER PROVL DIV PWD BR BATHINDA
SPECIAL REPAIR OF VARIOUS LINK ROADS FALLING IN THE JURISDICTION OF MC BHUCHO AC MAUR(GROUP NO 5) PROGRAMME YEAR 2022-23,2023-24,2024-25 INCLUDING 5 YEAR MAINTENANCE( 1 YEAR DEFECT LIABILITY PERIOD AND 4 YEAR MAINTENANCE UNDER NABARD LOAN SCHEME
2026_CEPW_164781_1
PB/BTI/126
Open Tender
Civil Works - Roads
180 days
DISTT BATHINDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
₹4.5 L
Yes
20 Apr 2026
27 Mar 2026
10 Apr 2026
27 Mar 2026
10 Apr 2026
27 Mar 2026
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 |
|---|---|---|---|---|---|
| 1Part-I Construction Work | |||||
| 2Dismantling brick edging as per CSR 8.5 (i) | |||||
| 3Dismantling stone pitching or soling. (Stone pitching dry) As per CSR 8.2 (a) | |||||
| 4Compaction of earth work & Prepration of Sub grade including loosing,leveling of earth 225mm 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 minimun dry density as given in Table 300-2 as per technical clause 305 of MORT&H specifications (in case of link roads earth work to be done by villagers.) as per CSR 24.4(c) | |||||
| 5Providing and laying brick on end edging as per CSR 24.14 | |||||
| 6Relaying of recovered material obtained from dismentling of road crust using as Granular sub base (Labour Rate ) CSR 24.7 | |||||
| 7Construction of granular sub-base by providing 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 MORD technical specifications CSR-24.7 | |||||
| 8Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications (without screening for low volume Roads/undersigned) 24.11(ii) | |||||
| 9Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications (without screening for low volume Roads/undersigned) 24.12(ii) | |||||
| 10Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical (Full surface area will be measured for payment) CSR 24.10 | |||||
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