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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.7 LAccepted-AOC 76 NEW COLONY CHAUGIRJI ETAWAH | ETAWAH | UTTAR PRADESH | 206001 | ₹25.7 L | L1 | Accepted-AOC L1 |
Tender Value
₹28 L
EMD Value
₹2.8 L
Closing Date
10 Apr 2026, 12:00 pmClosed
EE PD PWD ETAWAH
EE PD PWD ETAWAH
Repair and protective works on the Sengar River Bridge located at Km 14 of the Etawah Mainpuri Road SH-83
2026_CEKNP_1132108_1
544/11A/2025-26 Dt 24-03-2026
Open Tender
Civil Works - Bridges
90 days
Etawah
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹2.8 L
Yes
19 May 2026
4 Apr 2026
10 Apr 2026
4 Apr 2026
10 Apr 2026
4 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 2000 m as per Technical Specification Clause 301.5 | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000 m. | - | Sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | - | Sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516. | - | Sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Painting on Concrete surface
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. | - | RM | - | - | BI01010001010000000000000515BI01000011110 |
| 9 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 1 | Cum | - | - | BI01010001010000000000000515BI01000011111 |
| 10 | Cement concrete with 2 cm gauge approved stone ballast approved coarse sand cement in the proportion of 1:4:8 including supply of all material T&P etc. required for proper completion of work. As per SOR Item No. 281 | - | Cum | - | - | BI01010001010000000000000515BI01000011112 |
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