Western Coalfields Limited Tender

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Western Coalfields Limited - WCL Tender

Coronavirus COVID 19
Eprocure
Opening Date12 Apr 2021
Closing Date30 Apr 2021
Tender Amount₹ 84,49,659 
This is an estimated amount, exact amount may vary.
Notes
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Summary

Different Development Works Like Approach Road, Road Side Drains, School Building, An-ganwadi, Community Hall, Temple, Water Supply Arrangement, Etc. At Rehabilitation Site Of Wirur At Penganga Ocp Of Wani Area.

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Granular Sub-base with Well Graded Material (CBR30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR 30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. For Grading-II Material

340.5

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. By Mechanical Means: (i) Grading- I (63 to 45mm) (a) Using Screening Type-A (13.2mm Agg)

170.25

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. By Mechanical Means: (ii) Grading- II (53 to 22.4mm (a) Using Screening Type-B (11.2mm Agg)

340.5

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Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller all complete as per clause 509 of specification. I with 19 mm nominal chipping size & bitumen @1.2kg per sqm

2270

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Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. A Earthen Shoulders (CBR value 7)

146.42

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Supplying and filling in plinth with local sand under floors including, watering, ramming consolidating and dressing complete.

104.83

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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 40 mm nominal size derived from natural sources).

72.66

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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 derived from natural sources).

85.18

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, 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).

109.76

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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.

12645.8

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Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.

155.54

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Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

629.88

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Centering and shuttering including strutting, propping etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

212.19

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Centering and shuttering including strutting, propping etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers

351.64

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Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform.

342.77

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Drilling by diesel rotary rig including cost of POL misc, stores, bentonite power and drilling bits, tolls of 14 " dia including pilot holes drilling. 0-50 depth

50

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Drilling by diesel rotary rig including cost of POL misc, stores, bentonite power and drilling bits, tolls of 14 " dia including pilot holes drilling. 51-100 depth

50

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Cost of formation sample collection at every 10 mtr interwal and yield test.

1

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Supplying & Lowering of MSERW 200 mm (8") internal dia 4.8 mm wall thickness along with welding- Blank pipe

60

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Supplying & Lowering of MSERW 200 mm (8") internal dia 4.8 mm wall thickness along with welding- Slotted pipe

40

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Supplying and fixing iron fabricated materials to be consumed in drilling and installation of tube well cost of wall plug for 200 mm internal dia pipe (8.5/8" outer dia)

1

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Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.

5.61

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Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

20

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Supplying and fixing iron fabricated materials to be consumed in drilling and installation of tube well cost of wall clamp heavy duty size (12 mm x 65 mm x 1.5 mtr) with bolts and nuts completed for 200 mm internal dia pipe (8.5/8" outer dia)

1

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Supplying and fixing of MS well cap with bolts and nuts suitable for 200 mm (8") MS pipe of internal dia (8.5/8" outer dia)

1

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Supplying and fixing of wooden sleepers size 300 mm x 150 mm x 1 mtr for supporting of clamp or concrete beam as per Engineern-in-charge

1

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Providing and fixing gun metal non- return valve of approved quality (screwed end) : 50 mm nominal bore Horizontal

1

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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore

1

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Providing and fixing submersible pump of capacity 5 Hp with control panel all fittings complete, 150 mtr flat cable of 2.5 Sqmm 3 core connection with starter as per direction of engineer in charge

1

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Providing & commissioning of 7.5 HP open well Submersible pump and along with all accessories like starter, cable of 4 Sqmm, etc complete as per direction of the Engineer-in charge.

1

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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. A) 25 mm dia nominal bore

220

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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. B) 50 mm dia nominal bore

360

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Drilling of borewell 180 mm dia by DTH machine including transportation of machine at work site

30

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Providing and supplying and lowering in tubewells in standard length ISI Mark rigid Un- plasticised PVC pipes suitable for portable water with solvent cement as per specification No. 4985/1988 including transportation, freight charges, inspection charges. Work includes cost of jointing materials i.e solvent cement etc. complete (Self type to be jointed with cement solvent) 140 mm dia. with working pressure 6 kg/Sqm

30

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Development of tubewell by suitable air compressor till the discharge of crystal clear water from tubewell, high velocity jetting and back washing

4

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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 : 32 mm dia nominal size

27

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Providing and fixing MS connecting rod of 12 mm dia in hand pump.

27

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Providing & Fixing ISI Mark II hand pump with complete set like handle, chain check valve, nut bolts etc all complete with all labour and materials.Foot valve along with complete fittings as per direction of the Engineer-in-charge.

1

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Construction of cement concrete platform of size 2x2 mtr with side wall of 0.230 mtr. With brick work upto height 0.30 mtr. From ground with plaster/ PCC and flooring with 1 mtr. Length drain and soak pit of size 1.20 x1.20 x1.20 mtr with PVC pipe 110 mm Nahani Trap 100 mm as per instruction of Engineer-in-charge a) Earth work- 2.24 cum b) Sand filling- 0.65 Cum C) PCC 1:3:6- 0.65 Cum d) Plaster - 8.39 Sqm e) Flooring- 2.67 Sqm F) NAnhi Trap- 1 No. g) PVC pipe 3 No. h) Bend PVC- 1 No. i) Honey comb brick- 6.48 Sqm J) HAlf brick - 0.81 Cum K) Brick work- 0.58 Cum

1

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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.

187.31

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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)

4.16

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in ::Cement mortar 1:6 (1 cement : 6 coarse sand)

101.6

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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

294.71

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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)

8.01

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6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)

266.71

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12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)

1153.86

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White washing with lime to give an even shade :New work (three or more coats)

251.06

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Finishing walls with acrylic smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and i/c priming coat of exterior primer applied at @ 2.20 Kg/sqm)

492.5

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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: New work (two or more coats) over and including water thinnable priming coat with cement primer

661.36

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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

1463.25

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Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

639.66

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Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

18.9

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Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250 x 16 mm

18

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Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 200 x 10 mm

8

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Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm

18

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

161.66

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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-incharge. (Glazing, paneling and dash fasteners to be paid for separately) : Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)

254.31

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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): 220 : With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)

43.2

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Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.

8

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Providing and fixing G.I. pipes complete with G.I. Fittings including trenching and refilling etc. External work.15 mm dia nominal bore

20

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Providing and fixing brass stop cock of approved quality :20 mm nominal bore.

4

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Providing and fixing brass bib cock of approved quality : 15 mm nominal bore.

6

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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.

2000

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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.

2

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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

2

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Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mmsizes respectively with automatic flushing cistern with standard flushpipe and C.P. brass spreaders with brass unions and G.I clampscomplete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern

2

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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

2

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Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.450 mm long towel rail with total length of 495 mm,78 mm wide and effective height of 88 mm, weighing notless than 170 gms .

2

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Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :Sand Cast Iron S&S as per IS: 1729

3

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Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

4

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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :2.10.1.2Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

70

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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 mm diameter

70

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Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados,over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand)and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

8.52

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Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.

6

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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand 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.

84.09

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Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of 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).

0.16

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Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.

1

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Providing and fixing mild steel round holding down bolts with nuts and washers plates complete.

28.4

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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.

1182.82

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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: 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.

98.4

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Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm)

12.3

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Providing & erecting 3 Pole MCCB upto 100A, 415V, with short circuit rating 25 kA (Ics=100% of Icu ),adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/ UV/ trip alarm contact and MCCB should have phase barriers both sides, in provided enclosure on iron /GI frame as per specification no. SW-SWR/MCCB

8

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Providing, erecting and commissioning 2 pole RCCB only of electromagnetic type with 30/100/300 mA sensitivity and having capacity of 16/ 25A complete as per specification no. SWRCCB/RCCB

5

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Point wiring for light/fan/bell in 20 mm ISI marked HMS PVC conduit with 1.5 sq.mm (2+1E) FR grade copper wire, flush type switch, earthing and required accessories as per specification No: WG-PW/SW

95

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Supplying & erecting mains with 2x2.5 sq.mm. and earth wire 1.5 sq.mm FRLSH PVC copper wire in HMS PVC conduit min. 20mm dia. as per specification No: WG-MA/PC.

235

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Supplying & erecting mains with 2x4 sq.mm. and earth wire 2.5 sq.mm FR PVC copper wire in HMS PVC conduit min. 20mm dia, as per specification No: WG-MA/PC.

100

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Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EAEP

4

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Supplying & erecting LED 18W tube light fitting (4 feet) with polycarbonate housing, heat sink, integrated HF electronic driver complete.

48

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Supplying and erecting shockproof 3 pin plug socket 6A with porcelain base / flush type erected on filled polypropylene board or polished thick varnished double wooden block / folded or screwed board with top of either wooden / 3 mm thick hylam sheet/ 4mm thick plywood pasted with 1.5 mm thick Laminate with S M screws and duly connected.

11

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Supplying and erecting shockproof 3 pin plug socket 16A with porcelain base/ flush type erected on filled polypropylene ISI marked (IS:14772-2000) board or polished thick varnished double wooden block / folded or screwed board with top of either wooden/3 mm thick hylam sheet/ 4mm thick plywood pasted with 1.5 mm thick Laminate with S M screws and duly connected.

8

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Supplying and erecting five star rated energy saving Ceiling fan 230 V A.C. 50 cycles 1200 mm complete erected in position as per specification no. FG-FN/CF

14

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Total impact of GST for the purpose of CTC

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