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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹96.5 LAccepted-AOC | ₹96.5 L Quoted ₹95.4 L | 1 | Accepted-AOC Lowest rate quoted by M/s Rishipal Contractor Near Vedamau Schoool Adarsh Nagar Buduan from the Tender BOQ rate |
| 2 | 2₹97.0 LRejected-Finance AHROLA NAWAGI JUNAWAI GUNNAUR DISTT SAMBHAL | GUNNAUR | SAMBHAL | ₹97.0 L | 2 | Rejected-Finance High rate quoted by the bidder instead of Ist lowest bidder |
Tender Value
₹98 L
EMD Value
₹6.9 L
Closing Date
16 Apr 2026, 12:00 pmClosed
Superintending Engineer BDN-PBT Circle PWD Bly
SUPERINTENDING ENGINEER BDN-PBT CIRCLE PWD BAREILLY
Construction of Box Culvert 3 x 3 (3 Cell) in place of Rapta at Km. 16 Near Bhojpur on Shabad Bisauli Kachhla Gangaghat Road (SH-109)
2026_CEBLY_1134441_1
2821/Nivida(CD)(ET)-08/2025 Dtd 30-03-2026
Open Tender
Civil Works - Bridges
240 days
Budaun
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹6.9 L
Yes
Bareilly
20 May 2026
8 Apr 2026
16 Apr 2026
8 Apr 2026
16 Apr 2026
8 Apr 2026
9 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 |
|---|---|---|---|---|---|
| 1 | Dismantling brick Work or stone work in lime or cement mortar and including stacking of dismatled materials as directed by the Engineer-in-charge within a ditance of 60 m (200ft.) Chapter No. 17 Si No. 692 | - | Cum | - | - |
| 2 | Construction of granular sub-base by providing coarse graded Material , spreading in uniform layers with motor grador on prepared surface mixing by mix in place method with fornt and loader at OMC and compacting with vibratory roller to achieve the desired density, for proper completion of the work as per MORT&H specifications clause 4.01 (401B) | - | Cum | - | - |
| 3 | 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 garader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. for proper completion of the work as per MORT & H specifications Sr No. 4.14 (406 (B)). | - | Cum | - | - |
| 4 | Providing & applying Primer coat with 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 including cost of all material, labour, T&P etc. required for proper completion of the work as per MORT&H specifications (2019) No. 5.01 (502). | - | Sqm | - | - |
| 5 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP usingh crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. 5.04 (505A) complete in all respects. | - | Cum | - | - |
| 6 | Providing & applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom including cost of all types of materials, labour, T&P etc. required for proper completion of the work as per MORT&H specifications clause No. 5.02 (503). (FOR B.C.) | - | Sqm | - | - |
| 7 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of 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 5.05. (507 A) complete in all respects. | - | Cum | - | - |
| 8 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Carted Earth work with 2 Km. distance) | - | Cum | - | - |
| 9 | Brick on edge pavement on patries with bricks laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 1 cm. 3/8" depth of local sand over the subgrade & including supply of all materials. | - | Sqm | - | - |
| 10 | Providing ,laying and fixing of RCC NP3 class hume pipe in proper position in culvert. (600 mm dia Hume Pipe) | - | R.M. | - | - |
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