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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.7 LAccepted-AOC GURUDWARA COMPLEX MAIN ROAD BISHRAMPUR PO BISHRAMPUR DISTT SURAJPUR C G | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹21.4 L+₹70,801.87 (3.42%)Rejected-Finance AT BONGA ITKHORI CHATRA | CHATRA | JHARKHAND | 825103 | L2 | Rejected-Finance Not Being L1 | |
| 3 | L3₹23.5 L+₹2.8 L (13.4%)Rejected-Finance | L3 | Rejected-Finance Not Being L1 | |
| 4 | L4₹25.4 L+₹4.6 L (22.4%)Rejected-Finance | L4 | Rejected-Finance Not Being L1 | |
| 5 | L5₹26.9 L+₹6.1 L (29.6%)Rejected-Finance KUMDA COLONY KUMDA DISTT SURAJPUR C G DIST SURAJPUR C G 497226 | KUMDA | SURAJPUR | CHHATTISGARH | 497226 | L5 | Rejected-Finance Not Being L1 |
Tender Value
₹30.6 L
EMD Value
₹38,300
Closing Date
10 Feb 2024, 5:00 pmClosed
Staff Officer (civil)
Staff Officer (civil) SECL G.M.Office Bishrampur Area
PRESSURE FILTER (210 LPM) WITH CLEAR WATER TANK (85000 Ltr) AND PUMP HOUSE FOR 2ND CONTINUOUS MINER AT GAYATRI UG MINE OF RGK SUB AREA OF BISHRAMPUR AREA.
2024_SECL_299394_1
GM/BSPR/Civil/e-tender/ 2023-24/45 Dt.24.01.2024
Open Tender
Civil Works - Others
Item Rate
120 days
RGK Sub Area
As Per NIT
3 documents required · 3 mandatory
₹38,300
18 Apr 2024
25 Jan 2024
12 Feb 2024
25 Jan 2024
10 Feb 2024
26 Jan 2024
25 Jan 2024 - 1 Feb 2024
Amount
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 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 :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: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)
Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level 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).
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
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 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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 Edges of slabs and breaks in floors and walls Under 20 cm wide
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.
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 for all lift
Neat cement punning.
Brick work with Fly ash bricks in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand)
"Brick work with fly ash bricks in super structure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand)
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
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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 flats 30x6mm for diagonal braces and central cross piece
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)
White washing with lime to give an even shade : New work (three or more coats)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
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
Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
Design, supply,installation and commissioning of Pressure filter (Meadia) of capacity 5000GPH with auto floculation unit of Mod:SS304, self driven baffle type 1 set of 2 parallel unit including dozing system consisting 01 no. mixing tank filled with propellor type agigator and 2 No. daiphragms type dosing pump of 20LPH capacity with supply and filling of quartz filter media and RCC foundation with CGI sheet roofing,all required valves, drainage & back wash arrangement all complete as per instruction of E-I-C
Providing and fixing 5hp,3phase monoblock pump set of ISI approved make like kirloskar, Crompton etc of 3000rpm,400 volts including starter, cable , foundation, commissioning installation, trail run ,nuts & bolts all complete as per instruction of E-I-C
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 100 mm dia nominal bore
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter Class I
Total impact of GST for the purpose of CTC
SUNIL KUMAR SINGH
M/s MARUTI MITRA GROUP
ADITYA CONSTRUCTION
ASHOK KUMAR
SRISHTI POLYTECH
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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