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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹13.2 LRejected-Finance | ₹13.2 L | L-1 | Rejected-Finance Contractor withdrawal his bid on dtd.25.12.25. EMD to be forfeited. |
| 2 | L-2₹16.5 LRejected-Finance HOUSE OF MUKESH KUMAR SINGH CHOUTHAI KULHI SHIV MANDIR JHARIA SHIV MANDIR JHARIA DHANBAD DHANBAD 828111 JHARKHAND INDIA | DHANBAD | JHARKHAND | 828111 | ₹16.5 L | L-2 | Rejected-Finance Rejected being L-2 |
| 3 | L-3₹16.9 LRejected-Finance 112 MAHAGAMA GODDA 814154 JHARKHAND INDIA | MAHAGAMA | GODDA | JHARKHAND | 814154 | ₹16.9 L | L-3 | Rejected-Finance Rejected being L-3 |
| 4 | L-4₹17.0 LRejected-Finance 15 LOHANDIA BAZAR LALMATIA GODDA JHARKHAND INDIA 814165 | GODDA | GODDA | JHARKHAND | 814165 | ₹17.0 L | L-4 | Rejected-Finance Rejected being L-4 |
| Sl No | Description | Qty | Unit | G. K. Construction L4 | GANESH KUMAR L3 | MARUTI ENTERPRISES L2 | A AND B ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|
| 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. | 19.58 | cum | 194.22 ₹3,803.60 | 192.52 ₹3,770.31 | 188.75 ₹3,696.48 | 160 ₹3,133.44 |
| 3.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 2.02 | cum | 1,092.39 ₹2,202.26 | 1,082.83 ₹2,182.99 | 1,061.6 ₹2,140.19 | 920 ₹1,854.72 |
| 4.00 | 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) | 1.73 | cum | 5,592.15 ₹9,663.24 | 5,543.24 ₹9,578.72 | 5,434.55 ₹9,390.90 | 5,000 ₹8,640 |
| 5.00 | 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 :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.66 | cum | 7,104.11 ₹33,076.74 | 7,041.97 ₹32,787.41 | 6,903.9 ₹32,144.56 | 6,200 ₹28,867.20 |
| 6.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.97 | cum | 8,664.59 ₹25,733.83 | 8,588.8 ₹25,508.74 | 8,420 ₹25,007.40 | 7,500 ₹22,275 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | 22.08 | sqm | 277.11 ₹6,118.59 | 274.68 ₹6,064.93 | 269.3 ₹5,946.14 | 220 ₹4,857.60 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers | 13.65 | sqm | 508.38 ₹6,939.39 | 503.93 ₹6,878.64 | 494.05 ₹6,743.78 | 440 ₹6,006 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts | 10.8 | sqm | 663.4 ₹7,164.72 | 657.59 ₹7,101.97 | 644.7 ₹6,962.76 | 575 ₹6,210 |
| 10.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more | 1,004.72 | Kg | 98.53 ₹98,995.06 | 97.66 ₹98,120.96 | 95.75 ₹96,201.94 | 80 ₹80,377.60 |
Tender Value
₹16.5 L
EMD Value
₹20,700
Closing Date
6 Dec 2025, 6:55 pmClosed
AE(C), RJML AREA
AREA OFFICE RAJMAHAL AREA, DHANKUNDA
Supplying and installation of solar power based mini water supply scheme for 02 unit with borewell at high steel str. For mounting water storage tank having capacity 5000 ltr. At Hijukita rehab site under Rajmahal Area.
2025_ECL_348196_1
ECL/RJML/AGM/AE(C)/ e-Ten/25-26/352 Dt-26.11.2025
Open Tender
Water Supply/ Sanitation Works
60 days
Hijukita rehab site
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,700
8 Mar 2026
26 Nov 2025
8 Dec 2025
26 Nov 2025
6 Dec 2025
26 Nov 2025
26 Nov 2025 - 29 Nov 2025
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.
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)
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 :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work:32 mm dia nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore.
Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :32 mm nominal bore
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Brick flat soling single layer.
Provision & Installation of Solar Powered submersible Auto run & Stop DC Pump Motor 2 H.P (1800 Wp) of stainless steel suitable for minimum 125mm x 115mm bore well operating head 60.00m discharge rate minimum 2000 LPH with lowering up to 57.00m suitable dia HDPE pipe & 2.5 sq mm 3core flat submersible cable of IS694:1190 including monol/ Poly Crystalline PVC array (1800WP) mounted on steel structure for storage water tank (5.00 m high) in a suitable direction to optimize panel uses and withstand the wind pressure up to 200 km/hour & making suitable arrangements to operated Hand pump manually in the same bore when there is no solar power including 5 years warranty against defects in materials and workmanship with locking arrangement of switch board the system should be ECO-friendly.
Supplying all labours tools & equipments for dismnatling of head and water tank assebly and taking out 32 dia old G.I Pipe, connecting road, clylinder assembly the dismnatied components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
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 including fittings.
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.
Brick flat soling single layer.
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