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Construction Of Temporary Weigh Bridge Room At Kolgaon Ocm Under Mungoli Sub Area . , AGM office Wani Area Chandrapur-Maharashtra

Western Coalfields Limited-WCL has published Construction Of Temporary Weigh Bridge Room At Kolgaon Ocm Under Mungoli Sub Area . . Submission Date for this Tender is 27-01-2021. Building Work Tenders in AGM office Wani Area Chandrapur Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

26600109
Construction Of Temporary Weigh Bridge Room At Kolgaon Ocm Under Mungoli Sub Area .
Open Tender
Indian
Maharashtra
AGM office Wani Area Chandrapur
27-01-2021

Tender Details

Construction Of Temporary Weigh Bridge Room At Kolgaon Ocm Under Mungoli Sub Area .

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BOQ Items

Name of the Work / Contract No:
Sl. No. Item Description Item Code / Make Quantity Units
1 1 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\ndisposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. BI01010001010000000000000515BI0100001173 7 Cum
2 2 Supplying and filling in plinth with local sand under floors, including\nwatering, ramming, consolidating and dressing complete. BI01010001010000000000000515BI0100001174 5.25 Cum
3 3 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) BI01010001010000000000000515BI0100001175 1.85 Cum
4 4 Providing and laying in position cement concrete of specified grade\nexcluding the cost of centering and shuttering - All work up to plinth\nlevel :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20\nmm nominal size) BI01010001010000000000000515BI0100001176 1.15 Cum
5 5 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 aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001177 1.1 Cum
6 6 Brick work with flyash bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) BI01010001010000000000000515BI0100001178 4.15 Cum
7 7 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). Including Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. BI01010001010000000000000515BI0100001179 4.6 Sqm
8 8 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded\nstone 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 BI01010001010000000000000515BI0100001180 10.6 Sqm
9 9 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 smooth. BI01010001010000000000000515BI0100001181 18.25 Sqm
10 10 Brick work with flyash 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) BI01010001010000000000000515BI0100001182 7.5 Cum
11 11 Reinforced cement concrete work in beams, suspended floors, roofs\nhaving slope up to 15° landings, balconies, shelves, chajjas, lintels,\nbands, plain window sills, staircases and spiral stair cases up to floor\nfive level, excluding the cost of centering, shuttering, finishing and\nreinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone\naggregate 20 mm nominal size). BI01010001010000000000000515BI0100001183 0.7 Cum
12 12 Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers BI01010001010000000000000515BI0100001184 5.05 Sqm
13 13 Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform BI01010001010000000000000515BI0100001185 3.5 Sqm
14 14 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of\nnecessary 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) BI01010001010000000000000515BI0100001186 17.15 Kgs
15 15 Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With powder coating with box BI01010001010000000000000515BI0100001187 3.4 Sqm
16 16 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 : 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws BI01010001010000000000000515BI0100001188 2 Sqm
17 17 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 BI01010001010000000000000515BI0100001189 61 Kgs
18 18 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) BI01010001010000000000000515BI0100001190 7 Sqm
19 19 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1\ncement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick BI01010001010000000000000515BI0100001191 3.45 Sqm
20 20 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 BI01010001010000000000000515BI0100001192 120 Kgs
21 21 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) BI01010001010000000000000515BI0100001193 78 Sqm
22 22 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. BI01010001010000000000000515BI0100001194 575 Kgs
23 23 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 Engineerin-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. BI01010001010000000000000515BI0100001195 18.5 Sqm
24 24 Providing and fixing frame work of anodised aluminium sections for suspended false ceiling consisting of aluminium T 50 mm x 40 mm weighing 0.39 kg/m. at 60 cms c/c and fixed with ( 15 x 15 mm) flanges weighing 0.119 kg/m suspended on 6 mm dia. mild steel rod weighing 0.22 kg/m fixed on wall and beams including rounding of the edges with aluminium T of 50 mm x 40 mm weighing 0.39 kg/m etc. including all labour etc. Providing and fixing false ceiling of 10 to 12 mm thick decorative boards of fibrous plaster of paris including scaffolding if necessary all architectural work like mouldings, cornices, coves, domes, cups as per detailed drawings and three coats of spray painting to boards etc. complete. (excluding frame work, runners and mild steel suspenders). BI01010001010000000000000515BI0100001196 9.5 Sqm
25 25 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work BI01010001010000000000000515BI0100001197 21 Sqm
26 26 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 BI01010001010000000000000515BI0100001198 29 Sqm
27 27 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) BI01010001010000000000000515BI0100001199 56 Sqm
28 28 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. BI01010001010000000000000515BI0100001200 1 Nos
29 29 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm BI01010001010000000000000515BI0100001201 2 Nos
30 30 Providing and fixing aluminium tower bolts, 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 :200x10 mm BI01010001010000000000000515BI0100001202 2 Nos
31 31 Providing and fixing aluminium handles, ISI marked, anodised (anodic\ncoating 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 BI01010001010000000000000515BI0100001203 2 Nos
32 32 Providing and fixing aluminium hanging floor door stopper, ISI marked,\nanodised (anodic coating not less than grade AC 10 as per IS : 1868)\ntransparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper BI01010001010000000000000515BI0100001204 1 Each
33 33 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed\non the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. BI01010001010000000000000515BI0100001205 1 Each
34 34 Total impact of GST for the purpose of CTC BI01010001010000000000000515BI0100001206 1 Nos
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