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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.2 LAccepted-Finance 16 4 JAWAHARLAL NEHRU ROAD TAIGOR TOWN PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹21.2 L | L1 | Accepted-Finance l1 |
| 2 | L2₹21.2 LRejected-Finance B 104 KESAR GARDEN APARTMENT SECTOR 48 NOIDA GAUTAM BUDDH NAGAR | NOIDA | GAUTAM BUDDH NAGAR | UTTAR PRADESH | ₹21.2 L | L2 | Rejected-Finance l2 |
| 3 | Rejected-Technical 580 SHREE DAMUPRIYA SHIVPURI MARG ALAPUR PRAYAGRAJ UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211001 | - | - | Rejected-Technical Non-responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non-responsive |
Tender Value
₹25.1 L
EMD Value
₹50,000
Closing Date
16 Feb 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
Near Jahanvi hotel Putlighar Mirzapur
Gram Barkcha kala me Kajhuri Nadi Par Rapta Se Nahar Tak CC Road Ka Nirman Karya
2026_REDUP_1113922_2
1439/RED/Tender/2025-26 Dated 22-12-2025
Open Tender
Civil Works
90 days
Mirzapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,145
₹50,000
Yes
28 Mar 2026
9 Feb 2026
17 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
E/W in excavation for structures as per drawing and technical specifications Clause 305.1 including dressing of sides and bottom and back filling in trenches with excavated suitable material
Providing and laying concrete for plain/reinforced concrete M10 (1:3:6) open foundations complete as per drawings and technical specifications clause 802,803,1202&1203
Brick masonry work in 1:4 cement and course sand mortar in foundation complete excluding pinting & plastering as per drawing and tchnicla specifications clause 600,1202 1203
Construction of granular sub-base by providing well graded Material, Spreeding in Uniform layers 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.
Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm sizes to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III)
construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of tables 300.1 AND 300.2 AS PER TECHNICAL SPECIFICATION CLAUSE 301.5
Construction of un-reinforce and expansion joint construction joints only p.c.c pavement thickness as per design over a perpared sub-base with 43 grade cement or any other type as clause 1501.2.2 M-30 grade coarse and fine aggregate confirming to is 383 maximum size of coarse aggrigate not exeding 25mm mix in a concerte mixer of not less than 0.20 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork and fixing of 125 micron polythene film i/c the levelling the formwork as per drawing spreading the concrete with shovel, rakes, compacting using needle, screedand plate vibraters and finished in continious operation i/c provision of contraction and expansion joints applying primer and curing compound and water finishing to lines and grade as per drawing and technical specification clause 1501.
Providing andl laying 450 mm dia NP3 RCC hume pipe on first class bedding of granular material in single row i/c fixing collar with cement mortar 1:2 in all complete MORD 1100
Supply of informatory M.S. Sign Board i/c all supply all labour material and painting & writing T&P etc all complete work.
As per order of Joint Secretary G.O No G. 1877Dated 21-02-2025 and Director cum chiefEngineer U.P. RED Lucknow Letter no 801 dated 03-03-2025 Deduction 5% for Competitive Price Efficiency.
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