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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-AOC WARD NO 07 AMADAND PO MALGA DISTT ANUPPUR MADHYA PRADESH PIN 484446 | AMADAND | ANUPPUR | MADHYA PRADESH | 484446 | ₹11.6 L | L1 | Accepted-AOC ACCEPTED DUE TO LOWEST RATE AND FULFILLING THE TECHNICAL CRITERIA AS PER NIT. |
| 2 | L2₹13.7 L+₹2.1 L (18.3%)Rejected-Finance WARD NO 07 BAI SAGAR PARA PO BAIKUNTHPUR DISTT KORIYA CHHATTISGARH 497335 | BAIKUNTHPUR | KORIYA | CHHATTISGARH | 497335 | ₹13.7 L+₹2.1 L (18.3%) | L2 | Rejected-Finance REJECTED DUE TO HIGHER RATE AS PER TENDER COMMITTEE. |
| 3 | L3₹15.1 L+₹3.5 L (30.1%)Rejected-Finance | ₹15.1 L+₹3.5 L (30.1%) | L3 | Rejected-Finance REJECTED DUE TO HIGHER RATE AS PER TENDER COMMITTEE. |
| 4 | L4₹15.6 L+₹4.0 L (34.2%)Rejected-Finance | ₹15.6 L+₹4.0 L (34.2%) | L4 | Rejected-Finance REJECTED DUE TO HIGHER RATE AS PER TENDER COMMITTEE. |
Tender Value
₹20.8 L
EMD Value
₹26,000
Closing Date
31 Oct 2022, 5:00 pmClosed
Staff Officer (Civil)
Office of the Staff Officer (Civil), Jamuna Kotma Area, Phone - 9425531831.
Construction of Community Centre at Gram Panchayat Amadand under CSR Scheme of SECL, Jamuna Kotma Area.
2022_SECL_259399_1
SECL/JK/SO(C)/ETED/22-23/56
Open Tender
Civil Works - Buildings
Item Rate
90 days
Amadand, Jamuna Kotma Area
PLEASE REFER TENDER DOCUMENTS.
3 documents required · 3 mandatory
₹26,000
22 Feb 2023
18 Oct 2022
2 Nov 2022
18 Oct 2022
31 Oct 2022
19 Oct 2022
19 Oct 2022 - 24 Oct 2022
Amount
Construction of Community Hall
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.
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 fine sand : 6 graded stone aggregate 40 mm nominal size).
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 : 3 graded stone aggregate20 mm nominal size)
Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate20 mm nominal size)
Reinforced cement concrete work in beams , suspended floors, roofs, balconies, shelves, chajjas, lintels, bands etc.(excluding cost of centering, shuttering, finishing and reinforcement) 1:1.5:3 (1 Cement :1.5 Course Sand:3 graded stone aggregate 20 mm nom size)
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete
Brickwork with common burnt clay F.P.S. (non modular) bricks of class designation 35 in foundation & plinth in Cement mortar 1:6 (1 cement : 6 coarse sand).
Brickwork with common burnt clay F.P.S. (non modular) bricks of class designation 35 in superstructure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Hot rolled deformed bars
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Hot rolled deformed bars
Centering and shuttering including structting, propping etc and removal of form for lintels, beams, plinth beams etc
Centering and shuttering including structting, propping etc and removal of form for Colums, pillars , piers, abetments
Centering and shuttering including structting, propping etc and removal of form for Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including structting, propping etc and removal of form for Foundation, footings, bases of colums etc for mass concrete
Centering and shuttering including structting, propping etc and removal of form for chajja
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 )
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand)
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
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
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 100x10 mm
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 125 mm
Providing and fixing ISI marked oxidised M.S. handles conforming toIS:4992 with necessary screws etc. complete 100 mm
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement:3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top
White washing with lime to give an even shade : New work (three or more coats)
Distempering with oil bound washable distemper of approved brand and manufacturer to give an even shade --- New work (two or more coats ) over and including water, thinnable priming coat with cement primer
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two or more coats on new work
Providing and fixing 1 mm thick MS sheet door with frame of 40X40X6 MM angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fitting complete including applying a priming caot of approved steel primer. Using flats 30 X 6 mm for diagonal braces and central cross piece
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
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 to give an even shade : Two or more coats on new work
30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and railsmitred and joint at the rners by means of M.S. alvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutterreinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 galvanised M.S. rod and fastened with nuts and washers,complete as per manufacturer's specification and direction of Engineer-In-Charge
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
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete 100 mm
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe
Providing and fixing PTMT grating of approved quality and colour: Circular Type
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete 32 mm dia
Providing and fixing uplasticised PVC connection pipe with brass unions : 15 mm nominal bore
Providing and fixing brass bib cock of approved quality : 15 mm nominal bore
Providing and fixing brass stop cock of approved quality : 15 mm nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc 15 mm dia nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc 20 mm dia nominal bore
Construction of Septic Tank
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.
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 : 8 graded stone aggregate 40 mm nominal size).
Brickwork with common burnt clay F.P.S. (non modular) bricks of class designation 35 in foundation & plinth in Cement mortar 1:6 (1 cement : 6 coarse sand).
Brickwork with common burnt clay F.P.S. (non modular) bricks of class designation 35 in superstructure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand).
12 mm cement plaster finished with a floating coat of neat cement : 1:4 (1 cement : 4 fine sand)
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
Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Hot rolled deformed bars
Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design
Electrical Works
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required: Group A
Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.2 x 2.5 sq. mm
Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 2 x 4 sq. mm
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 A socket outlet
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 6 pin 15/16 A socket outlet
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
Supplying and fixing rewirable type fuse carrier and base unit of approved make 32A/415 V
Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 A
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt ) as required.
Total Impact of GST For The Purpose of CTC
SHRI SIDDHIVINAYAK ENTERPRISES
M/S ATHARV CONSTRUCTION
LAVKUSH PATHAK
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