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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.0 LAccepted-Finance | L1 | Accepted-Finance Rs. 6201843.01 | |
| 2 | L2₹62.1 L+₹6,389.99 (0.10%)Rejected-Finance | L2 | Rejected-Finance Rejected due to higher Rates | |
| 3 | L3₹70.9 L+₹8.9 L (14.4%)Rejected-Finance VILLAGE POST KARAHARA AGRA 14 MARUTI ENCLAVE PHASE 2 MARUTI ESTATE BODLA SHAHAGANJ AGRA | AGRA | AGRA | UTTAR PRADESH | L3 | Rejected-Finance Rejected due to higher Rates |
Tender Value
₹75 L
EMD Value
₹5.8 L
Closing Date
22 Jan 2026, 12:00 pmClosed
Superintending Engineer
Office Of The Superintending Engineer Agra Circle 198 Takkar Road Pwd Agra
Widening of Narrow and Skewed Minor Bridge at Km-10 (ODR) of Agra DeoriIradat Nagar Road
2026_CEAGR_1106445_1
66/14M-AC/2025-26 dated 06-01-2026
Open Tender
Civil Works - Bridges
Percentage
365 days
Agra
Minor Bridge
2 documents required · 2 mandatory
₹2,360
₹5.8 L
Yes
Agra
12 Feb 2026
16 Jan 2026
22 Jan 2026
16 Jan 2026
22 Jan 2026
16 Jan 2026
19 Jan 2026
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of reinforced cement concrete (grade M-20 & above) work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres As per Clause 202
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.
Plain Cement Concrete Grade M-15 in Open Foundation using batching plant & manual placing complete as per Drawing and Technical Specifications.
Reinforced Cement Concrete Grade M-25 in sub-structure using batching plant transit mixer & Concrete pump complete as per drawing and Technical Specifications
Furnishing and Placing Reinforced Cement Concrete Grade M-25 in super-structure using Batching Plant, Transit Mixer and Concrete Pump etc.complete as per drawing and Technical Specification
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub structure including 5 per cent overlaps and labour for cutting, bending, shifting to site, tying and placing in position wastage etc.complete as per Drawing and Technical Specifications.
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical Specifications as per SOR S.No. 21
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
Drainage spouts as per drawing & Technical Specification, as per MORT&H specification 2705 as per SOR S.No. 24
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification.
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 m including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges as per SOR Ch. 5 S. No.22
Providing and Laying 1200 mm Dia NP-3 pipe RCC concrete pipe for culvert on first class in single row including fixing socket with cement mortar 1:2 but excluding excavation ,protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2900.as per SOR S. No. 10(e)
Empty Cement Bags of good condition (Plastic) filled with Carted Earth including filling, stiching and stacking at side of filling.
Removing all type of Hume Pipes (above 900 mm Dia) and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site spreading, grading to required slope and compacting to meet requirement of table 300-2 as per SOR Ch. 5 S. No..26
Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401
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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.7 kg/sqm using mechanical means.
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with Machenical 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. 505 complete in all respects.. Grading-II
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 % of mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with Machenical Control to the required grade, level and alingment, rolling with smooth wheeled bibratory and tendom rollers to achiev the desired compection as per MORTH specifiaction clause 509 complete all respects. Grading-II
Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment
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