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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.8 LAccepted-AOC C O REKHABAI NAITAM KILLA WARD BALLARPUR DIST CHANDRAPUR 442701 | BALLARPUR | CHANDRAPUR | MAHARASHTRA | 442701 | L-1 | Accepted-AOC Lowest qualified bidder. Hence being awarded. | |
| 2 | L-2₹8.8 L+₹2,486.26 (0.28%)Rejected-AOC FLAT NO 205 SYNERGY WORLD KOSARA DISTRICT CHANDRAPUR MS 442401 | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 442401 | L-2 | Rejected-AOC Not a qualified L1 bidder | |
| 3 | L-3₹11.2 L+₹2.4 L (27.9%)Rejected-AOC | L-3 | Rejected-AOC Not a qualified L1 bidder |
Tender Value
₹12.2 L
EMD Value
₹15,300
Closing Date
25 Jan 2025, 3:30 pmClosed
Shri. Nitin Naik
OFFICE OF THE AREA GENERAL MANAGER WCL BALLARPUR AREA P.O. SASTI TA. RAJURA DIST. CHANDRAPUR (MS) PIN 442905
Construction and providing RO plant at SASTI VILLAGE under CSR under Sasti Sub Area
2025_WCL_325844_1
wcl-ba3650-civ-e134-24-25/562
Open Tender
Civil Works - Buildings
Item Rate
60 days
WCL Ballarpur Area
As per NIT
4 documents required · 4 mandatory
₹15,300
7 Feb 2025
15 Jan 2025
27 Jan 2025
15 Jan 2025
25 Jan 2025
15 Jan 2025
15 Jan 2025 - 22 Jan 2025
Amount
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
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, ifnishing 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 derived 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 floors, 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).
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
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 forColumns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding allcomplete 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
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Brick work with fly ash bricks in foundation and plinth in cement morter 1:6 ( 1 cement : 6 coarse sand) ( based on item no. 6.1.2, DSR 2018)
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in :Cement mortar 1:6 (1 cement : 6 Coarse sand)
12 mm cement plaster of mix : 13.1.2 1:6 (1 cement: 6 fine sand)
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
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 precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: n 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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.
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete:New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
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 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
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.
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 fixed portion 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 5 mm thickness (weight not less than 12.50 kg/sqm)
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 50 mm dia nominal bore
Providing and fixing G.I. flanges with rubber packing and nut bolts etc all complete with G. I. Pipes. Of 50 mm dia.
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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.
Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 25mm nominal bore, weighing not less than 62 gms
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall. 25 mm dia nominal bore
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
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.
Supplying, erecting & marking SP MCB 40A to 63A, C-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-MCB
Point wiring in PVC trunking (casing-capping) with 1.5 sq.mm (2+1E) FRLSH grade copper wire, flush type switch,earthing and required accessories as per specification no. WG-PW/SW
Supplying and erecting flush, shock proof plug socket 6 pin 6A and 16A with switch 16A combined unit erected in recess in 16 gauge M.S sheet box duly painted and connected with earth terminal and leads
Supplying & erecting 18W, 230V integral type LED Lamp suitable for B-22 / E- 27 base.
Supplying and erecting Energy Saving Ceiling fan of 3 star rating as per BEE 230 V A.C. 50 cycles 1200 mm complete erected in position as per specification no. FG-FN/CF
Wiring for plug on board with flush Switch socket, copper wiring and earthing as per specification No:WG-PW/SW
Supplying and erecting PVC insulated PVC round sheathed 1.5 sq.mm (30 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV
Supplying and erecting mains with 2x2.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW
Supplying, installing and testing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.I. cover complete with all accessories of G.I. materials & recording the results as per specification no. EA-EP
Supplying, fixing and commissioning 2 pole RCBO 63A, with overcurrent, rated shortcircuit breaking capacity (10 kA) and earth leakage protection, with 30/100/300 mA sensitivity and short circuit and earth leakage trip indication as per specification no SW-RCBO.
Supplying and erecting modular type 3 pin 6A multi socket with safety shutter on provided plate and box with wiring connections complete.
Supply, installation and comissioning of RO plant of capacity 1000 LPH and 2 ton online chiller with 1000 litre insulated tank and 2000 litr tank on roof as per scope of supply & card swiping and coin machine with 100 cards which includes plumbing work to connect RO plant machinery for electrical wiring for RO plant from their sources RO PLANT 1000 LPH Raw Water Pump – CRI – 1 Hp – Phase – Single – 1 No. Frp Vessel 1354 – Pentair – 2 Nos. Manual Operated Multiport Valve for Filter Size -- 1” - 02 No. Dosing Pump – 0-6Lph– 01 No. Ro Pressure Tube End Port 4” 2 Element – 02 No Ro Membrane 4040 –Hitech– 04 Nos. High Pressure Pump 2Hp – CRI -- Phase – Single – 1 No. Cartridge Filter 4.5” X 20” – 01 No. Spun Cartridge 4” X 20” – 01 No. Rotameter 2400Lph Panel Mount – 02 Nos. Ro Panel – Aster Nxt 11 – 01 No. Pressure Gauge – 0-7Kg – 01 No. Pressure Gauge – 0-21 Kg Panel Mount – 02 Nos. Floty – 2 Nos. Filter Media – 150 Kg. Activated Carbon – IV500 – 25 Kg Diaphragm Type Solenoid Valve – 01 No Dosing Tank – 01 No. Upvc Pipe & Fittings – 01 Lot. (All Piping Beyond Battery Limit.) S.S. Tank 1000 Ltr. & 2 tonne chiller
Total impact of GST for the purpose of CTC
GREEN EARTH INFRA PROJECTS (BID ID -1120812)
M A SIDDIQUEI (BID ID -1121008)
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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