South Eastern Coalfields Limited-SECL has published Providing Rooms For Boom Barrier And Sampling Platform At Dep Of Dipka Area. Submission Date for this Tender is 28-12-2020. Gate Barrier Systems Tenders in DIPKA CG Chhattisgarh. Bidders can get complete Tender details and download the document.
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | PART-A BOOM BARRIER 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 | 72 | cum | |
3 | 1.02 | 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. | 48 | cum | |
4 | 1.03 | 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). | 9.3 | cum | |
5 | 1.04 | Brick work with Fly ash bricks in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand) | 24 | cum | |
6 | 1.05 | Brick work with Fly ash bricks in suer structure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) | 30 | cum | |
7 | 1.06 | 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 - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). | 16.2 | cum | |
8 | 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. | 109.5 | sqm | |
9 | 1.08 | Centring and shuttering including strutting, propping etc. and removal of form for whether shed, chhajja, corbels including edges | 22.2 | sqm | |
10 | 1.09 | Centring and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 37.5 | sqm | |
11 | 1.1 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nomin | 2.13 | cum | |
12 | 1.11 | Centring and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls 'Under 20cms | 54 | mtr | |
13 | 1.12 | 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) | 303 | sqm | |
14 | 1.13 | 6 mm cement plaster of mix 1 : 3 (1 cement : 3 fine sand) | 51 | sqm | |
15 | 1.14 | 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 | 99.6 | sqm | |
16 | 1.15 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) | 192.9 | sqm | |
17 | 1.16 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 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 | 6 | sqm | |
18 | 1.17 | 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. | 528.9 | 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) | 195 | 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. | 15.36 | sqm | |
21 | 1.2 | 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 | |
22 | 1.21 | Polishing on wood work with ready mixed wax polish of approved brand and manufacture : New work | 13.2 | sqm | |
23 | 1.22 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work | 19.5 | sqm | |
24 | 1.23 | 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. | 33 | sqm | |
25 | 1.24 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | 3 | each | |
26 | 1.25 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 300x16 mm | 6 | each | |
27 | 1.26 | 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 : 250x10 mm | 6 | each | |
28 | 1.27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars. | 1650 | kg | |
29 | 1.28 | 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. | 3 | each | |
30 | 1.29 | Providing and fixing false ceiling with 12 mm thick plain/ semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS:3087, finished with a coat of aluminium primer on both sides & edges, including two coats of synthetic enamel paint of approved quality on exposed face, fixed to a grid made out of anodised aluminium (with 15 micron anodic coating) T-sections 35 x15x1.5 mm size main runners, cross runners 23.5x19x1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S rod fixed to roof slab by means of ceiling cleats and dash fastener. The suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with C.P brass screws and applying a priming coat of zinc chromate yellow primer (aluminium frame work shall be paid separately). Extra for providing 3 mm thick translucent white acrylic plastic sheets of approved quality in false ceiling instead of 12 mm thick plain or design particle board ceiling tiles. | 40.2 | sqm | |
31 | 1.3 | 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) | 2.73 | cum | |
32 | 1.31 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper | 3 | each | |
33 | 2 | PART-B INTERNAL ELECTRIFICATION | |||
34 | 2.01 | Point wiring with PVC insulated cable with 2.5 sq mm copper conductor ISI marked in concealed rigid PVC non-metalic conduit of suitable size ISI marked as required as per specification for : light points / Ex Fan points Medium points | 24 | each | |
35 | 2.02 | Point wiring with PVC insulated cable with 2.5 sq mm copper conductor ISI marked in concealed rigid PVC non-metalic conduit of suitable size ISI marked as required as per specification for : Ceiling Fan points Medium points | 3 | each | |
36 | 2.03 | 3 Pin 5 Amp Socket outlet point on same board | 18 | each | |
37 | 2.04 | 3 Pin 5 Amp Socket outlet point on separate board Medium points | 24 | each | |
38 | 2.05 | Point wiring for 3 pin 15 Amp socket outlet point with PVC insulated cable with Alu. / copper conductor ISI marked 15 Amp. F.T. switch etc in suitable size of the rigid PVC non -metalic conduit ISI marked including 6.0 sq mm alu. / 4.0 sq. mm copper earth continuity coductor in Conceled conduit wiri ng system as per specification .(on separate board). Long point Medium points | 12 | each | |
39 | 2.06 | Wiring for sub main with PVC insulated cable with solid/standard Alu./copper conductor ISI marked in surface rigid non-metalic conduit of suitable size including connection pairing etc as required as per specification. 2 Wire sub main 2.5 sqmm cable in 20 mm pvc conduit | 96 | mtr | |
40 | 2.07 | Wiring for sub main with PVC insulated cable with solid/standard Alu./copper conductor ISI marked in surface rigid non-metalic conduit of suitable size including connection pairing etc as required as per specification. 2 Wire sub main 4 sqmm cable in 20 mm pvc conduit | 45 | mtr | |
41 | 2.08 | Supply & installing of current operated earth leakage circuit breaker (ELCB+ MCB) comination of ISI marked for protection against shock, fire etc complete as per IS standard confirming to IS 8828 including enclosure connection in an approved manner readily for charging as per specification. FOR SINGLE PHASE 2 pole 230/250 volts 50cycle of 63 Amp. Capacity with 30 mm sensibity (ELCB+MCB) | 3 | each | |
42 | 2.09 | Earthing with G.I. EARTH PIPE 4.5 mtr long and 40 mm dia with masonary encloser in cement mortar, cover plate having locking arrangement on the top etc (But without chacoal or coke and salt) comlete as required. | 3 | each | |
43 | 2.1 | Add Extra for using salt and charcoal / coke for pipe earth electrode as required including excavation & refilling. Excavation 2.5 mtr By manual labour | 3 | each | |
44 | 2.11 | Providing & fixing 4.00 mm GI wire on surface or in recessed for loop erathing as required. | 30 | mtr | |
45 | 2.12 | Providing and fixing of lightening conductor finial made of 25 mm dia 300 mm long G.I. tube having single prong. At top with 85 mm dia 3 mm thick copper base plate including holes complete as required. | 3 | each | |
46 | 2.13 | Fixing of lightening conductor finial made of 25 mm dia 300 mm long copper tube / G.I. tube having single prong. At top complete with base etc as required. | 3 | each | |
47 | 2.14 | Providing and fixing copper tape 20 x 3 mm thick on parapet and surface of wall of lightening conductor as required . ( for Vertical runs) | 22.5 | mtr | |
48 | 2.15 | Supplying and fixing metal box ( nominal size) in surface / concealed with suitable size of prefix sheet of bakelite shet cover in the front including painting etc as required For concealed 200 mm x 250 mm x 75 mm deep | 6 | each | |
49 | 2.16 | Supplying and fixing metal box ( nominal size) in surface / concealed with suitable size of prefix sheet of bakelite shet cover in the front including painting etc as required For concealed 200 mm x 150 mm x 75 mm deep | 6 | each | |
50 | 2.17 | Supplying and fixing metal box ( nominal size) in surface / concealed with suitable size of prefix sheet of bakelite shet cover in the front including painting etc as required For concealed 150 mm x 150 mm x 60 mm deep | 12 | each | |
51 | 3 | PART C Item Description (PIPE LINE) | |||
52 | 3.01 | 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 | 30 | cum | |
53 | 3.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:2:4 ( 1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 12 | cum | |
54 | 3.03 | Centering and shuttering including strutting, propping etc. and removal of form work for. Foundations, footings, bases for columns. | 13.2 | sqm | |
55 | 3.04 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 50 mm dia nominal bore. | 42 | metre | |
56 | 3.05 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work | 13 | sqm | |
57 | 3.06 | 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. | 508 | kg | |
58 | 3.07 | 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. | 25 | cum | |
59 | 4 | PART D Item Description APPROACH ROAD | |||
60 | 4.01 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Granular courses | 519 | cum | |
61 | 4.02 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) | 174 | cum | |
62 | 4.03 | 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). | 66 | cum | |
63 | 4.04 | Cement Concrete Pavement (Grade M-40) (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with minimum cement @ 400 kg per cum, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing) | 180 | cum | |
64 | 4.05 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars. | 975 | kg | |
65 | 5 | PART E SAMPLING PLATFORM | |||
66 | 5.01 | 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: | 3600 | kg | |
67 | 5.02 | 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 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. | 60 | sqm | |
68 | 5.03 | 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) | 4 | metre | |
69 | 5.04 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | 16 | metre | |
70 | 5.05 | 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 | 10 | cum | |
71 | 5.06 | 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 fine sand : 8 graded stone aggregate 40 mm nominal size). | 3 | cum | |
72 | 5.07 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nomin | 6.1 | cum | |
73 | 5.08 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars. | 370 | kg | |
74 | 5.09 | Providing and fixing bolts including nuts and washers complete. | 240 | kg | |
75 | 5.1 | Brick work with Fly ash bricks in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand) | 5.2 | cum | |
76 | 5.11 | 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. | 21 | sqm | |
77 | 5.12 | 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) | 17.25 | sqm | |
78 | 5.13 | 12 mm cement plaster finished with a floating coat of neat cement of mix Cement mortar 1 : 4 (1 cement : 4 fine sand) | 15 | sqm | |
79 | 5.14 | 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. | 5.2 | cum | |
80 | 5.15 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work | 150 | sqm | |
81 | 5.16 | Centring and shuttering including strutting, propping etc. and removal of form for Foundation, footings, bases of coumns etc for mass concrete.Foundations, footings, bases of columns, etc. for mass concrete. | 28 | sqm | |
82 | 6 | Total impact of GST for the purpose of CTC | 1 | Nos. |
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