South Eastern Coalfields Limited-SECL has published Repairing And Replacement Job At Working Places Of Cisf At Gevra Project At Barrier No . 1 , 2 , 3 , 4 , 5 With Two Nos Toilet ( One At Barrier No 1 , 2 , 3 And One No . At Barrier No . 4 And 5 ) At Gevra Project Of Gevra Area. Submission Date for this Tender is 17-05-2021. Barriers Tenders in GEVRA AREA Chhattisgarh. Bidders can get complete Tender details and download the document.
Name of the Work / Contract No: | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | PART A- REPAIRING OF BARRIER | BI01010001010000000000000515BI0100001112 | ||
2 | 1.01 | 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. | 3100 | kg | |
3 | 1.02 | 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. | 140 | sqm | |
4 | 1.03 | Brick work in Cement mortor 1:6 ( 1 cement 6 coarse sand) with fly ash bricks of size 230 x 110 x 70 mm and having crushing strength of 75Kgs/Sqcm to 100 Kgs/Sqcm as per the specification in : Foundation & plinth | 25 | Cum | |
5 | 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\r\n1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 20 | cum | |
6 | 1.05 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\r\n1:1½:3 (1 Cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) | 20 | cum | |
7 | 1.06 | 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.\r\nAll kinds of soil. | 20 | cum | |
8 | 1.07 | 12 mm cement plaster of mix :\r\n1:6 (1 cement: 6 coarse sand) | 115 | sqm | |
9 | 1.08 | White washing with lime to give an even shade :\r\nNew work (three or more coats) | 115 | sqm | |
10 | 1.09 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :\r\nOld work (one or more coats) | 220 | sqm | |
11 | 1.1 | Finishing walls with Acrylic Smooth exterior paint of required shade :\r\nOld work (One or more coat applied @ 0.90 ltr/10 sqm). | 140 | sqm | |
12 | 1.11 | Painting over structual steel work with Deluxe Multisurface Paint over a primer coat of approved brand and manufacture of required colour to give an even Surface as per instruction of Engineer Incharge: Two or more coats over a primer coat | 4.1 | M ton | |
13 | 1.12 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :\r\nOne or more coats on old work | 175 | sqm | |
14 | 2 | PART B- CONSTRUCTION OF WC ROOM (DETAILS FOR 2 Nos.) | |||
15 | 2.01 | 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 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.\rAll kinds of soil. | 40 | cum | |
16 | 2.02 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 4 | cum | |
17 | 2.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\r 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 5 | cum | |
18 | 2.04 | Brick work in Cement mortor 1:6 ( 1 cement 6 coarse sand) with fly ash bricks of size 230 x 110 x 70 mm and having crushing strength of 75Kgs/Sqcm to 100 Kgs/Sqcm as per the specification in : Foundation & plinth | 14 | Cum | |
19 | 2.05 | 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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 4.8 | cum | |
20 | 2.06 | Brick work in Cement Mortor 1: 6 (1 cement : 6 coarse sand) with fly ash bricks of size 230 x 110 x 70 mm and having crushed strength of 75Kgs/Sqcm to 100 Kgs/Sqcm as per specification in : Superstructure above plinth level upto floor V level | 10 | Cum | |
21 | 2.07 | Half brick work in Cement Mortor 1: 4 (1 cement : 4 Coarse sand) with fly ash bricks of size 230 x110 x 70 mm and having crushing strength of 75 Kgs/Sqcm to 100 Kgs/Sqcm including 2 Nos. 6 mm dia M.S. bars at every 3rd layer/ coarse of half brick masonry as per specification in superstructure above plinth level upto floor V level | 4 | Sqm | |
22 | 2.08 | Centering and shuttering including strutting, propping etc. and removal of form for :\r\nLintels, beams, plinth beams, girders, bressumers and cantilevers | 8.2 | sqm | |
23 | 2.09 | Centering and shuttering including strutting, propping etc. and removal of form for :\r\nSuspended floors, roofs, landings, balconies and access platform | 32 | sqm | |
24 | 2.1 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.\r Cold twisted bars | 480 | kg | |
25 | 2.11 | 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. | 100 | kg | |
26 | 2.12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\r1:1½:3 (1 Cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) | 2 | cum | |
27 | 2.13 | 12 mm cement plaster finished with a floating coat of neat cement of mix :\r1:4 (1 cement: 4 fine sand) | 40 | sqm | |
28 | 2.14 | 12 mm cement plaster of mix :\r\n1:6 (1 cement: 6 coarse sand) | 120 | sqm | |
29 | 2.15 | 6 mm cement plaster of mix :\r\n1:3 (1 cement : 3 fine sand) | 22 | sqm | |
30 | 2.16 | 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), including pointing the joints with white cement and matching pigment etc., complete. | 11 | sqm | |
31 | 2.17 | 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. | 42 | sqm | |
32 | 2.18 | Finishing walls with Acrylic Smooth exterior paint of required shade :\r\nNew 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) | 80 | sqm | |
33 | 2.19 | Painting over structual steel work with Deluxe Multisurface Paint over a primer coat of approved brand and manufacture of required colour to give an even Surface as per instruction of Engineer Incharge: Two or more coats over a primer coat | 0.08 | M ton | |
34 | 2.2 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 :\r\nW.C. pan with ISI marked white solid plastic seat and lid | 2 | Nos | |
35 | 2.21 | 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 :\rWhite Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | 2 | Nos | |
36 | 2.22 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.\r\n15 mm nominal bore | 6 | Nos | |
37 | 2.23 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :\r\n15 mm nominal bore | 4 | Nos | |
38 | 2.24 | 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 | Nos | |
39 | 2.25 | 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.\r\n450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | 2 | Nos | |
40 | 2.26 | 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. per | 4000 | litre | |
41 | 2.27 | Providing and fixing PTMT grating of approved quality and colour.Circular type\r\n125 mm nominal dia with 25 mm waste hole | 4 | Nos | |
42 | 2.28 | 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 \r15 mm nominal outer dia Pipes | 20 | metre | |
43 | 2.29 | 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\r 25 mm nominal outer dia Pipes | 40 | metre | |
44 | 2.3 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :\r\nInside dimensions 455x610 mm and 45 cm deep for single pipe line :\r\nWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 4 | Nos | |
45 | 2.31 | 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.\rWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 2 | Nos | |
46 | 2.32 | 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.\r110 mm diameter | 12 | metre | |
47 | 2.33 | WIRING IN CONCEALED PVC CONDUIT Wiring for light/ fan/ exhaust fan / call bell point with 1.5 sqmm FR PVC insulated stranded copper conductor single core cable in concealed PVC conduit, with 5 amp piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with same size cable etc as required.Medium Point. | 6 | Point | |
48 | 2.34 | Wiring for power plug point with 2x4 sq mm FR PVC insulated stranded copper conductor cable in concealed PVC conduit along with piano type 16 amp switch and 6 pin 16 amps socket outlet with suitable size M.S. box, phenolic laminated sheet, earthing the switch box and socket outlet with same size cable etc. as required. Medium Point | 2 | Point | |
49 | 2.35 | Wiring for circuit/ sub main wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in concealed PVC conduit as required. 3 X 2.5 sq. mm in 20mm conduit | 200 | Metre | |
50 | 3 | Total impact of GST for the purpose of CTC | BI01010001010000000000000515BI0100001129 | 1 | Nos |
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