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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹28.1 LAccepted-AOC | ₹28.1 L Quoted ₹23.8 L | L-1 | Accepted-AOC The work is awarded to L-1 bidder |
| 2 | Rejected-Technical R P NAGAR KORBA C G DIST KORBA C G PIN 495678 | 495678 | - | - | Rejected-Technical DUE TO L- 3 BIDDER |
| 3 | Rejected-Technical BELTIKARI BASAHAT PALI ROAD DIPKA DIST KORBA CG | KORBA | CHHATTISGARH | 495119 | - | - | Rejected-Technical DUE TO L- 4 BIDDER |
| 4 | Rejected-Technical | - | - | Rejected-Technical DUE TO L- 2 BIDDER |
Tender Value
₹42.6 L
EMD Value
₹53,200
Closing Date
25 Jun 2022, 5:00 pmClosed
General Manager (Civil), SECL, Gevra Area
Office of the General Manager (Civil) , SECL, Gevra Area, PO Gevra Project, Distt.- Korba (CG)
Repair and renovation of Quarry office building accommodating different offices and Store with canteen building and concrete pavement with stone pitching and drainage work in front yard portion of Gevra Project of Gevra Area.
2022_SECL_246563_1
SECL/GA/GM(C)/ETN/22-23/47 dtd 13/06/2022
Open Tender
Civil Works - Others
Item Rate
90 days
GEVRA AREA
As per NIT
3 documents required · 3 mandatory
₹53,200
24 Sept 2022
14 Jun 2022
27 Jun 2022
14 Jun 2022
25 Jun 2022
15 Jun 2022
14 Jun 2022 - 18 Jun 2022
Amount
PPART A:- Repair & Renovation of Quarry Office
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of : G.S. Sheet
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/ m²
Providing and fixing false ceiling with 12 mm thick plain/ semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS:3087, finished with a coat of aluminium primer on both sides & edges, including two coats of synthetic enamel paint of approved quality on exposed face, fixed to a grid made out of anodised aluminium (with 15 micron anodic coating) T-sections 35 x15x1.5 mm size main runners, cross runners 23.5x19x1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S rod fixed to roof slab by means of ceiling cleats and dash fastener. The suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with C.P brass screws and applying a priming coat of zinc chromate yellow primer (aluminium frame work shall be paid separately).
Extra for providing 3 mm thick translucent white acrylic plastic sheets of approved quality in false ceiling instead of 12 mm thick plain or design particle board ceiling tiles.
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.50 mm thickness
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
Brick work in Cement Mortor 1: 6 (1 cement : 6 coarse sand) with fly ash bricks of size 230 x 110 x 70 mm and having crushed strength of 75Kgs/Sqcm to 100 Kgs/Sqcm as per specification in : Superstructure above plinth level upto floor V level
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
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 finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil
Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : Old work (one or more coats)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
PART B:- CONCRETE PAVEMENT WITH DRAINAGE
Earthwork in rough excavation by mechanical means( Hydraulic excavator) including excavated earth to load in truck/tipper at the time of excavation or stacked suitable side the excavated area including all lift with carriage of materials by means of (Mechanical + tipper) earth of lead of 2.00 km complete as per instruction of Engineer-in-charge.
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 fine sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:1½:3 (1 cement:1½ coarse sand:3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Total impact of GST for the purpose of CTC
MANOJ KUMAR PANDEY
BHAKULAL SAHU
GOVIND KASHYAP
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