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Making Of Two Nos . Room And Its Allied Civil Works , One For Pit Less In Motion Weigh Bridge And One For Office Near Boom Barrier At Ntpc Railway Siding Of Dipka Expansion Project Of Dipka Area, DIPKA CG-Chhattisgarh

South Eastern Coalfields Limited-SECL has published Making Of Two Nos . Room And Its Allied Civil Works , One For Pit Less In Motion Weigh Bridge And One For Office Near Boom Barrier At Ntpc Railway Siding Of Dipka Expansion Project Of Dipka Area. Submission Date for this Tender is 20-07-2021. Civil Work Tenders in DIPKA CG Chhattisgarh. Bidders can get complete Tender details and download the document.




Tender Notice

28452472
Making Of Two Nos . Room And Its Allied Civil Works , One For Pit Less In Motion Weigh Bridge And One For Office Near Boom Barrier At Ntpc Railway Siding Of Dipka Expansion Project Of Dipka Area
Open Tender
Indian
Chhattisgarh
DIPKA CG
20-07-2021

Tender Details

Making Of Two Nos . Room And Its Allied Civil Works , One For Pit Less In Motion Weigh Bridge And One For Office Near Boom Barrier At Ntpc Railway Siding Of Dipka Expansion Project Of Dipka Area

Key Value

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Tender Value
INR 36 Lakhs /-

BOQ Items

Name of the Work :
Sl. No. Item Description Item Code / Make Quantity Units
1 1 PART(A)-WEIGH BRIDGE ROOM
2 1.01 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 sum 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 soils as directed within a lead of 50 m. All kinds of soil 80 cum
3 1.02 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). 20 cum
4 1.03 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size) 15.2 cum
5 1.04 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. upto floor five level excluding cost of centring, shuttering,finishing and reinforcement 1:1.5:3 (1 cement:1.5 sand (Zone-III):3 20mm NS aggregate) 2.8 cum
6 1.05 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) : 3 graded stone aggregate 20 mm nominal size). 21 cum
7 1.06 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars. 3900 kg
8 1.07 Brick work with Fly ash bricks in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand) 48 cum
9 1.08 Brick work with fly ash bricks in super structure above plinth level upto floor V level in Cement mortar 1:6 (1 cement : 6 coarse sand). 40 cum
10 1.09 Centring and shuttering including strutting, propping etc. and removal of form for .Foundations, footings, bases of columns, etc. for mass concrete. 70.2 sqm
11 1.1 Centring and shuttering including strutting, propping etc. and removal of form for Columns, pillars, piers, abutments,posts,struts. 48 sqm
12 1.11 Centring and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. 118 sqm
13 1.12 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. 68 sqm
14 1.13 Centring and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls 'Under 20cms 60 mtr
15 1.14 Centring and shuttering including strutting, propping etc. and removal of form for whether shed, chhajja, corbels including edges 16.2 sqm
16 1.15 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: 460 kg
17 1.16 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 180 kg
18 1.17 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). 34 kg
19 1.18 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) 10 kg
20 1.19 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.(weight not less than 10 kg/sqm) 6 sqm
21 1.2 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) 330 sqm
22 1.21 6 mm cement plaster of mix 1 : 3 (1 cement : 3 fine sand) 82 sqm
23 1.22 12 mm cement plaster finished with a floating coat of neat cement of mix Cement mortar 1 : 4 (1 cement : 4 fine sand) 30 sqm
24 1.23 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. complet 40mm thick with 20mm nominal size stone aggregate. 12 sqm
25 1.24 White washing with lime to give an even shade: \rNew work ( Three or more coats ) 58 sqm
26 1.25 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 76 sqm
27 1.26 Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) 258 sqm
28 1.27 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work 40 sqm
29 1.28 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarsesand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. 23.2 sqm
30 1.29 Grading roof for water proofing treatment with\r cement concrete 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) 4 cum
31 1.3 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. 174 sqm
32 1.31 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600 x 600 mm. 54 sqm
33 1.32 Providing and laying Ceramic glazed floor tiles 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) including pointing the joints with white cement and matching pigment etc., complete. 6.4 sqm
34 1.33 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. 40 cum
35 2 PART(B)-WATER SUPPLY
36 2.01 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 walll\r 15 mm nominal outer dia .Pipes. 20 mtr
37 2.02 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 walll\r 20 mm nominal outer dia .Pipes. 20 mtr
38 2.03 Providing and fixing brass bib cock of approved quality. 15 mm nominal bore. 4 each
39 2.04 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 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 ltr
40 3 PART(C)-SANITARY PORTION
41 3.01 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 each
42 3.02 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 Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 2 each
43 3.03 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, 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 each
44 3.04 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid 2 each
45 3.05 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): 3 graded stone aggregate 20 mm nominal size). 100 cum
46 4 PART(D)-BORE WITH SUBMERSIBLE PUMP
47 4.01 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & runningcharges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer – in-charge, upto 90 metre depth below ground level. All types of soil. 300 mm dia. 20 mtr
48 4.02 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & runningcharges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer – in-charge, upto 90 metre depth below ground level. Rocky strata including boulders. 300 mm dia. 160 mtr
49 4.03 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – in-charge. 150 mm nominal size dia. 92 mtr
50 4.04 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia. 90 mtr
51 4.05 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. 9.2 cum
52 4.06 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 ofEngineer-in-charge. 24 hour
53 4.07 Repairing, installation of submersible pump of 2 HP of approved make ISI Marked confirming to IS:8034 - 2002 and motor 2 nos
54 4.08 Providing and fixing motor starter of L&T make for submersible pump 10 pole AC3 - 415 v ( 9- 14 Amp) 2 nos
55 4.09 Providing and fixing 3 core flat cable copper wire 2.5 sqmm size of approved ISI marked 200 mtr
56 4.1 supplying and fixing UPVC column pipe 40 mm dia of Prince brand or equivalent as per instruction of Engineer-in-charge. 200 mtr
57 4.11 Providing and fixing 6 mm dia wire rope with PVC insulation for holding pump & pipes etc complete. 200 mtr
58 4.12 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp. 8 nos
59 4.13 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: 160 kg
60 5 Total impact of GST for the purpose of CTC 1 Nos.
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