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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹10.2 LAccepted-AOC AT PO MAHAGAMA DIST GODDA JHARKHAND 814154 | MAHAGAMA | GODDA | JHARKHAND | 814154 | ₹10.2 L Quoted ₹8.6 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹8.8 L+₹17,027.76 (1.97%)Rejected-Finance | ₹8.8 L+₹17,027.76 (1.97%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹9.1 L+₹47,337.27 (5.48%)Rejected-Finance | ₹9.1 L+₹47,337.27 (5.48%) | L-3 | Rejected-Finance L-3 |
| Sl No | Description | Qty | Unit | M/s Manish Kashyap L1 | M/s Pankaj Kumar Yadav L2 | M/s Shakil Ansari L3 |
|---|---|---|---|---|---|---|
| 1.00Item Description/ Heading | ||||||
| 2.00 | 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. All kinds of soil. | 1.7 | Cum. | 188.7 ₹320.79 Lowest | 190.54 ₹323.92 | 199.98 ₹339.97 |
| 3.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 1.15 | Cum. | 1,061.55 ₹1,220.78 Lowest | 1,071.25 ₹1,231.94 | 1,086.54 ₹1,249.52 |
| 4.00 | BFS with K/B bricks joints filled with sand. | 11.25 | Sqm | 335.1 ₹3,769.88 Lowest | 340.25 ₹3,827.81 | 356.25 ₹4,007.81 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.15 | Cum. | 5,434.5 ₹6,249.67 Lowest | 5,444.25 ₹6,260.89 | 5,475.45 ₹6,296.77 |
| 6.00 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) | 2.05 | Sqm | 721.85 ₹1,479.79 Lowest | 731.25 ₹1,499.06 | 768.24 ₹1,574.89 |
| 7.00 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) | 6.2 | Sqm | 294.8 ₹1,827.76 Lowest | 299.52 ₹1,857.02 | 320.54 ₹1,987.35 |
| 8.00 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate | 7.8 | Sqm | 440.6 ₹3,436.68 Lowest | 450.22 ₹3,511.72 | 482.54 ₹3,763.81 |
| 9.00 | Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS: 2800 (part-I), including collecting samples from different strate, preparing and submitting strata chart/bore log, inclduing hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in- charge, upto 90 metre depth below ground level.150mm dia. | 450 | metre | 375.15 ₹1,68,817.5 Lowest | 385.79 ₹1,73,605.5 | 399.98 ₹1,79,991 |
| 10.00 | Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS: 2800 (part-I), including collecting samples from different strate, preparing and submitting strata chart/bore log, inclduing hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in- charge, upto 90 metre & upto 150 metre depth below ground level. | 100 | metre | 411.75 ₹41,175 Lowest | 421.13 ₹42,113 | 454.54 ₹45,454 |
Tender Value
₹10.2 L
EMD Value
₹12,800
Closing Date
6 Feb 2026, 6:55 pmClosed
AE(C), RJML AREA
AREA OFFICE RAJMAHAL AREA, DHANKUNDA
Installation and commissioning of 5 nos. New Hand Pump with submersible pump motor and accessory at different places of Lohandia rehab site.
2026_ECL_351907_1
ECL/RJML/AGM/AE(C)/ e-Ten/25-26/449 Dt-27.01.2026
Open Tender
Water Supply/ Sanitation Works
Item Rate
45 days
Lohandia rehab site
Please refer Tender documents.
3 documents required · 3 mandatory
₹12,800
5 Sept 2026
27 Jan 2026
7 Feb 2026
27 Jan 2026
6 Feb 2026
27 Jan 2026
27 Jan 2026 - 30 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Item Description/ Heading | - | - | - | - |
| 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. All kinds of soil. | 1.7 | Cum. | 188.75 | ₹320.88 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 1.15 | Cum. | 1,061.6 | ₹1,220.84 |
| 4 | BFS with K/B bricks joints filled with sand. | 11.25 | Sqm | 335.15 | ₹3,770.44 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.15 | Cum. | 5,434.55 | ₹6,249.73 |
| 6 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) | 2.05 | Sqm | 721.9 | ₹1,479.89 |
| 7 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) | 6.2 | Sqm | 294.85 | ₹1,828.07 |
| 8 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate | 7.8 | Sqm | 440.65 | ₹3,437.07 |
| 9 | Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS: 2800 (part-I), including collecting samples from different strate, preparing and submitting strata chart/bore log, inclduing hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in- charge, upto 90 metre depth below ground level.150mm dia. | 450 | metre | 375.2 | ₹1,68,840 |
| 10 | Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS: 2800 (part-I), including collecting samples from different strate, preparing and submitting strata chart/bore log, inclduing hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in- charge, upto 90 metre & upto 150 metre depth below ground level. | 100 | metre | 411.8 | ₹41,180 |
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