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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹18.3 LAccepted-AOC 115 BASDIHA GODDA 814165 JHARKHAND INDIA | GODDA | GODDA | JHARKHAND | 814165 | ₹18.3 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹18.6 LRejected-Finance AT BADIHA PO LOHANDIA BAZAR DIST GODDA JHARKHAND 814165 | LOHANDIA BAZAR | GODDA | JHARKHAND | 814165 | ₹18.6 L | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹19.1 LRejected-Finance AT HIJUKITA PO LALMATIA DIST GODDA JHARKHAND 814165 | LALMATIA | GODDA | JHARKHAND | 814165 | ₹19.1 L | L-3 | Rejected-Finance L-3 |
| Sl No | Description | Qty | Unit | M/s Anil Construction L3 | M/S P.P. CONSTRUCTION L1 | M/s Devchand Kumar L2 |
|---|---|---|---|---|---|---|
| 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. | 3.38 | Cum. | 205.24 ₹693.71 | 188.7 ₹637.81 | 198.25 ₹670.08 |
| 3.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 1.69 | Cum. | 1,080.54 ₹1,826.11 | 1,061.55 ₹1,794.02 | 1,071.25 ₹1,810.41 |
| 4.00 | 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) | 8.25 | Sqm | 745.26 ₹6,148.39 | 721.85 ₹5,955.26 | 731.25 ₹6,032.81 |
| 5.00 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) | 23.38 | Sqm | 310.25 ₹7,253.64 | 294.8 ₹6,892.42 | 299.54 ₹7,003.25 |
| 6.00 | 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) | 2.81 | Cum. | 5,460.25 ₹15,343.30 | 5,434.5 ₹15,270.94 | 5,444.25 ₹15,298.34 |
| 7.00 | 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 | 15.63 | Sqm | 460.25 ₹7,193.71 | 440.6 ₹6,886.58 | 450.12 ₹7,035.38 |
| 8.00 | labour for boring tube well of required dia. By water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tybe well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. (d) For depth upto 150 metre for 50mm dia. tube well with top enlargement of 150mm dia. | 500 | metre | 458.54 ₹2.3 L | 436.95 ₹2.2 L | 447.78 ₹2.2 L |
| 9.00 | Supplying high density polythene casing pipe 125mm dia | 490 | metre | 699.25 ₹3.4 L | 678.45 ₹3.3 L | 688.54 ₹3.4 L |
| 10.00 | Supplying, fitting and fixing special hand pump no.6 of approved make (for 40mm or 32 mm dia. Tube well). | 10 | each | 4,856.25 ₹48,562.50 | 4,829.95 ₹48,299.50 | 4,842.25 ₹48,422.50 |
Tender Value
₹18.3 L
EMD Value
₹23,000
Closing Date
22 Jan 2026, 6:55 pmClosed
AE(C), RJML AREA
AREA OFFICE RAJMAHAL AREA, DHANKUNDA
Drilling and commissioning of 10 nos. Hand pump along with 1.00 HP submersible pump at different places of Lohandia rehab site under Rajmahal Area.
2026_ECL_351101_1
ECL/RJML/AGM/AE(C)/ e-Ten/25-26/425 Dt-12.01.2026
Open Tender
Water Supply/ Sanitation Works
45 days
Lohandia rehab site
Please refer Tender documents.
3 documents required · 3 mandatory
₹23,000
25 May 2026
12 Jan 2026
23 Jan 2026
12 Jan 2026
22 Jan 2026
12 Jan 2026
12 Jan 2026 - 15 Jan 2026
Item Description/ Heading
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.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
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)
12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand)
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)
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
labour for boring tube well of required dia. By water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tybe well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. (d) For depth upto 150 metre for 50mm dia. tube well with top enlargement of 150mm dia.
Supplying high density polythene casing pipe 125mm dia
Supplying, fitting and fixing special hand pump no.6 of approved make (for 40mm or 32 mm dia. Tube well).
Supplying of G.I Pipes 40 mm dia nominal dia
Supplying of cylinder 75mm dia, 400 mm length.
Lowering and commissioning of Hand Pump in borewell with GI/CPVC/PVC pipe including all accessories etc. complete including cost of labour but excluding cost of material and fittings.
Supplying of 1.0 HP submersible pump motor, cable and starter.
Providing and fixing Service line cable 2.5mm
Supplying of Nylon rope 20mm dia
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.External work:32 mm nominal outer dia Pipes
Brick flat soling single layer.
Total impact of GST for the purpose of CTC
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