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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹5.6 LAccepted-AOC AT KENDUA PO LALMATIA DIST GODDA JHARKHAND 814165 | LALMATIA | GODDA | JHARKHAND | 814165 | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹5.6 L+₹4,902.05 (0.88%)Rejected-Finance | L-2 | Rejected-Finance L-2 | |
| 3 | L-3₹5.7 L+₹12,785.76 (2.30%)Rejected-Finance LOHANDIA BAZAR LALMATIA GODDA | LALMATIA | GODDA | JHARKHAND | L-3 | Rejected-Finance L-3 |
Tender Value
₹5.6 L
EMD Value
₹7,000
Closing Date
28 Feb 2024, 6:55 pmClosed
AE(C), RJML AREA
AREA OFFICE RAJMAHAL AREA, DHANKUNDA
Providing and installing 02 nos. submersible pump with pump room at IOCL plant and dozer section washing plant under ROCP.
2024_ECL_301843_1
ECL/RJML/GM/AE(C)/23-24/851 Dt-17.02.2024
Open Tender
Civil Works - Others
Item Rate
60 days
Rajmahal OCP.
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,000
4 Apr 2024
17 Feb 2024
29 Feb 2024
17 Feb 2024
28 Feb 2024
18 Feb 2024
17 Feb 2024 - 21 Feb 2024
Amount
Item Description/ Heading
Lowering and commissioning of 7.5 HP Submersible pump in deep borewell with GI/ CPVC/PVC pipe including all accessories etc. complete inlcuding cost of labour but excluding cost of material and fittings (cost of pump, cable, PVC Pipe, Contol panel, hanging arrangement like wire/rope to be paid separately)
Supplying of 7. 5 HP Submersible pump motor set (three phase 415 volt, 12 stage, speed of pump-2880 rpm) with Glass Noryl Polypropin impeller, stainless steel pump shaft, head-110 metre, discharge-2.5 litres per second. Suction casing-cast iron and of approved make as per direction of EIC.
Supplying of three phase/ 415 volt Starter Control Panel of approved make suitable for 7.5 HP submersible pump consisting of volt metre, ammeter, on/off switch, starter, single phase preventer, overload protection, water level guard, dry run protection, under current protection all complete as per direction of EIC.
Supplying of PVC insulated and PVC sheathed flat submersible cable with copper conductor, 3 core 10 sq.mm as per direction of EIC.
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.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Supplying and filling in plinth with Jamuna 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 damp-proof course 50 mm thick with cement concrete 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): 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform
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 :Weather shade, Chajjas, corbels etc., including edges
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
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :With Modular bricks
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces
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
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime
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
Brick on flat soling in required pattern with bricks of class designation 7.5 on a bed including filling joints with Jamuna sand with common burnt clay non modular bricks.
Total impact of GST for the purpose of CTC
M/s Umesh Prasad Gupta
M/s Hareram Gupta
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_312687.pdf
boq_comp_chart.xlsx
xlsx
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