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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹85.8 LAdmitted-Finance | -0.04% | ₹85.8 L | L1 | Admitted-Finance |
| 2 | L2₹86.7 LAdmitted-Finance UTTAR PRADESH UP | GHAZIPUR | UTTAR PRADESH | 232325 | +1.00% | ₹86.7 L | L2 | Admitted-Finance |
| 3 | L3₹88.4 LAdmitted-Finance | +3.00% | ₹88.4 L | L3 | Admitted-Finance |
Tender Value
₹1.0 Cr
EMD Value
₹10.1 L
Closing Date
23 Jan 2026, 2:00 pmClosed
EXCEUTIVE OFFICER
EXCEUTIVE OFFICER NAGAR PALIKA PRISHAD NAWABGANJ
JAL NIKASHI KARYA HETU WARD LAXMANPURI ME MAKAN NO. LP-2122 SE MAKAN AWADH KISHOR LP-671 HOTE HUE LALIT VERMA KE MAKAN TAK COVERED RCC NALA NIRMAN KARYA.
2025_DOLBU_1101381_1
1443/1444/MUKA/2025-26 DATE 23-12-2025
Open Tender
Civil Works
120 days
NAGAR PALIKA PRISHAD NAWABGANJ
Please refer Tender documents.
2 documents required · 2 mandatory
₹13,154
Yes
0315104000102247 IDBI BANK
₹10.1 L
Yes
30 Jan 2026
26 Dec 2025
24 Jan 2026
26 Dec 2025
23 Jan 2026
26 Dec 2025
Taking out existing Interlocking Tiles including removal of rubbish disposal of unservisable material & stacking of servisable material with in 50 mtr lead as per Direction of Engineer In-Charge. D.S.R.No-16.83
Excavation in foundation in ordinary soil (Loam clay, or sand) including filling lift upto 1.5 meter and lead upto 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30m from the foundation trenches. S.I. No.-251
Providing and laying Cement concrete 1:4:8 (1 cement : 4 coarse sand :8 graded stone ballast 40mm nominal size) including supply of all materials Labour and T&P etc. required for proper completion of the work and curing complete also including cost of form work in foundation and floors S.I.NO. 281
Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). Depth exceeding 1.5 m but not exceeding 3 m. As per D.S.R. 2.17.2 (Rate = 169.35-17.55% = 139.60)
RCC work in 1:1.5:3 in cement , approved course sand&20mm Gauge approved stone Grit excluding supply of reinforcement and its bending but including its fixing and bending the same with 24 B.W.G. G.I. binding wire and including neccessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. S.I. No.- 286 b
Mild steel or iron in plan work shch as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level. S.I. NO.- 504
S/F 110 mm dia pvc pipe for weep holes in (R.C.C.) wall at site with all labour T&p etc. all complete
Refilling of Earth back side of wall (trunches filling) with excavated available earth including all labour T&P SI. NO. 253
Disposal of surplus earth up to 3 k.m. distance etc.
De- watering of nala by water lifting pump during construction of nala including hire & fuel charge complete with all T&P etc. required preoper completion of work as per direction of E/I/C.
P/F Barricating WITH WOODEN BULLY FOR AVIOD ACCIDENT ETC ALL COMPLETE. at AS PER DIRECTION OF . E.I.C.
M-150 class brick work 1:4 cement ,c. sand mortar in foundation etc all complete S.I.NO 305(b)
12mm thick cement plaster 1:3 cement ,c. sand mortar etc all complete S.I.NO. 580
Construction of grannlar sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Relaying of old intrlocking tiles including 50 mm thick compacted sand and filling the joints. As per D.S.R. 16.84
Providing and fixing inauguration and Sign board.
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