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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹70.4 LAdmitted-Finance | -0.10% | ₹70.4 L | L1 | Admitted-Finance |
| 2 | L2₹70.5 L+₹7,049.61 (0.10%)Admitted-Finance 273001 | GORAKHPUR | UTTAR PRADESH | 273001 | +0.00% | ₹70.5 L+₹7,049.61 (0.10%) | L2 | Admitted-Finance |
| 3 | L3₹70.8 L+₹42,297.70 (0.60%)Admitted-Finance 0 | +0.50% | ₹70.8 L+₹42,297.70 (0.60%) | L3 | Admitted-Finance |
Tender Value
₹70.5 L
EMD Value
₹7.0 L
Closing Date
1 Jun 2026, 12:00 pmClosed
EXECUTIVE OFFICER
NAGAR PANCHAYAT IKAUNA DISTRICT SHRAVASTI
Peyjal hetu vwashtha yojna ke antergat nagar panchayat ikauna ke mohalla mubarak nagar me munis sharma ke makan se raju soni aadi ke makan tak pipe line vistar ewm sadak sudrikaran ka kary.
2026_DOLBU_1147243_4
681/NPI-Nirman Anubhag/2026 Date 08 May 2026
Open Tender
Civil Works
Percentage
180 days
IKAUNA
2 documents required · 2 mandatory
₹8,318
EXECUTIVE OFFICER NAGAR PANCHAYAT IKAUNA DISTRICT
₹7.0 L
19 Jun 2026
11 May 2026
1 Jun 2026
11 May 2026
1 Jun 2026
11 May 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 | Site clearance and other unforeseen works | 1 | Job | 1,10,000 | ₹1,10,000 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 500.92 | cum | 191.32 | ₹95,837.22 |
| 3 | Sand Filling including cost of sand watering, ramming, consolidating and dressing including lead up to 50 and lift with 1.50 M | 54.36 | cum | 810 | ₹44,028.32 |
| 4 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded Brick aggregate 40 mm nominal size) | 65.94 | cum | 5,006.82 | ₹3,30,142.2 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 36.7 | cum | 6,648.63 | ₹2,43,977.99 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | 233.52 | sqm | 288 | ₹67,253.76 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars | 0.36 | qtl | 7,871.85 | ₹2,825.99 |
| 8 | Supply of the 90 mm dia HDPE Pipe PN-6 (O.D) PE-100 size of pipes conferming to IS 4984:1995, IS 8329/2000 latest relevent of I.S.S with coupler and all jointing materials such as solvent cement rubber rings etc.including F.O.R. destination and all taxes, destination and all taxes, insurance and with loading, unloading and stacking etc. complete. | 300 | RM | 940 | ₹2,82,000 |
| 9 | Addition (DI K-7) pipe for connecting overflow to main supply 100mm dia | 80 | RM | 1,568 | ₹1,25,440 |
| 10 | Carting of the HDPE Pipe PN-6 (O.D) PE-100 ,90 mm size of presure pipe and special from department store to(within 8 km or within the municipal limit) and lowering them in to trenches and laying true to alignment and gradient including testing of pipeline excluding cost of trenching and cutting of pipes etc. For making of proper length and making joints . | 300 | RM | 82 | ₹24,600 |
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