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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-Finance | ₹1.4 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.4 CrRejected-Finance | ₹1.4 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹1.4 CrRejected-Finance NONE | ₹1.4 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹1.7 CrRejected-Finance 25A CHAK HARINANDAN NAIN PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹1.7 Cr | L4 | Rejected-Finance L4 |
Tender Value
₹1.4 Cr
EMD Value
₹9.2 L
Closing Date
24 Apr 2026, 12:00 pmClosed
Superintending Engineer
Pratapgarh Circle, PWD, Pratapgarh
Construction work for a minor bridge with a 5 x 5-meter span over the Bakulahi River, along with approach roads, situated between Raykashipur and Muraini in District Pratapgarh
2026_CEALD_1138305_2
1417/93C-ETENDERING/PFC/2026 DT. 23.03.2026
Open Tender
Civil Works - Bridges
365 days
PRATAPGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹9.2 L
Pratapgarh Circle, PWD, Pratapgarh
30 Apr 2026
17 Apr 2026
24 Apr 2026
17 Apr 2026
24 Apr 2026
17 Apr 2026
23 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 | 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 table No. 300.1 & 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5 The compacted thickness of each layer shall not be more then 200 mm. including Labour Cess but excluding GST. Approach Road. | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Providing, laying and spreading Matrials on a Prepared sub base, added OPC grade 43 cement @ 2% by weight to the spread Matreial Manually, Mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. including Labour cess and Royalty but excluding GST. | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Providing, laying and spreading Matrials on a Prepared sub base, added OPC grade 43 cement @ 4% by weight to the spread Matreial Manually, Mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base including Labour cess and Royalty but excluding GST. | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Providing and applying tack coat with bitumen using pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Technical specification clause - 503 including Labour cess and Royalty but excluding GST. | - | sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 80-100 KN capacity, finished to required level and grades to followed by seal coat as per Technical specification clause - 508 including Labour cess and Royalty but excluding GST. | - | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Providing and laying seal coat Type C by manual means with 80/100 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall as per Technical specification clause - 510(III)(I) including Labour cess and Royalty but excluding GST. | - | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Construction of Construction Of Subgrade and Earthen Shoulers with approved material obtained from borrow pits with all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table No. 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 The compacted thickness of each layer shall not be more then 200 mm. including Labour Cess but excluding GST. | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | 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. including Labour Cess but excluding GST. (For Hume pipe culvert) | 1 | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. including Labour cess and Royalty but excluding GST. | - | Cum | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Providing and Laying 40mm. Guage ballast with stone dust Complete in foundation including Labour cess and Royalty but excluding GST. | 1 | cum | - | - | BI01010001010000000000000515BI0100001122 |
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