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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC GRAM NANDGANJ POST NANDGANJ DISTT AZAMGARH UTTAR PRADESH PIN 276403 | AZAMGARH | AZAMGARH | UTTAR PRADESH | 276403 | ₹1.2 Cr | L1 | Accepted-AOC Financial Bid Accepted at the Rate of
Rs.11841465.35 |
| 2 | L2₹1.2 CrRejected-Finance CONSTRUCTION DIVISION 2 P W D AZAMGARH UTTAR PRADESH UP | ETAH | UTTAR PRADESH | 207001 | ₹1.2 Cr | L2 | Rejected-Finance L2 Higher Rate Quoted |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Bid Non Responsive in Prahari Software |
Tender Value
₹1.3 Cr
EMD Value
₹8.5 L
Closing Date
24 Mar 2026, 12:30 pmClosed
S.E., Azamgarh Circle, P.W.D., Azamgarh
S.E., Azamgarh Circle, P.W.D., Azamgarh
New construction work of the connecting road from the culvert of Jamaluddin Patti Canal to Pakwainar Mahrupur via the canal track. (Including 5 years maintenance cost)
2026_CEUAZ_1126781_1
1006/SE Tender/Aazamgarh Circle/2026 Date.17-03-2026
Open Tender
Civil Works
180 days
Azamgarh
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,590
₹8.5 L
11 May 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
Construction of Embankment with approved material obtain from Borrow pits with all lift and lead, transporting to site ,spreding grading to required slope and compacting to meet requirement of Table-300-2.
By Mix in Place Method (for GSB Grading-1 material) Construction of granular sub-base (Grade-1 G.S.B.) by providing well graded material, spreading in uniform layers @1.28 times the specified compacted thicknes with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
W.B.M (Grade-2) Providing, laying, spreading and compacting stone aggregates of specific sizes 45-63mm to water bound macadam (G-2) specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming Stone dust to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-2 as per Technical Specification Clause 405.
W.B.M (Grade-3) Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm to water bound macadam (G-3) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone dust to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405.
7cm wide brick edging on both side of road with first class M-150 bricks laid on edge with mud mortar including labour and supply of brick finished to required tamplate and proper alingment and including dressing ramming the excavated earth as directed by E/I S.I. No. 765
Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502.
Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.
Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.
Providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade VG-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.
Construction of Embankment with approved material obtain from Borrow pits with all lift and lead, transporting to site ,spreding grading to required slope and compacting to meet requirement of Table-300-2. (in patri work)
Providing & Fixing of Sign Board, Km Stone, Hectometer Stone includign painting and lettering etc. complete (excluding GST)
Maintenance of bituminous surface road and gravel or WBM road including filling pot holes and patch repair etc., restoration of rain cuts and dressing of side slop /berms, making up of berms/ shoulders, maintenance of drain, maintenance of culvert, maintenance of guard rails and parapet, maintenance of road signs, speed breakers, standing tree at adjacent to road wherever required, maintenance of Hectometer and kilometer stone cutting of branches of tree, shrub and trimming of grass and weeds etc. white washing of parapet including CD work, painting of guard stone, refixing of displaced guard stone. as per GO No. 55/2022/187/23-9-2022-02 Nabard/2021 Dt. 28.04.2022 Maintenance of 1st year after completion of work @0% of total work amount of item 1 to 11
Maintenance of 2nd year after completion of work @0.75% of total work amount of item 1 to 11
Maintenance of 3rd year after completion of work @1.50% of total work amount of item 1 to 11
Maintenance of 4th year after completion of work @2.25% of total work amount of item 1 to 11
Maintenance of 5th year after completion of work @3.00% of total work amount of item 1 to 11
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