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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.3 LAccepted-AOC VILL SANTINAGAR WARD NO 1 P O P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM PIN 783370 | KOKRAJHAR | ASSAM | 783370 | L1 | Accepted-AOC L1 | |
| 2 | L2₹47.3 L+₹155.54 (<0.01%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹47.3 L+₹4,522.34 (0.10%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹47.3 L
EMD Value
₹94,560
Closing Date
26 Feb 2024, 12:30 pmClosed
Sri Padmananda Choudhury
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Repairing and Renovation of one unit Gr.III Qtr. with Sanitary, Water Supply, Boundary Wall, Iron Gate, Earth Filling and Approach Road at Gurufella SHC under Kokrajhar District. TN No.70_02.
2024_BTC_35921_1
27/KOJ/NIT/Pt-II/2023-24/75
Open Tender
Civil Works - Building
Item Rate
180 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹1,000
₹94,560
Yes
22 Mar 2024
5 Feb 2024
27 Feb 2024
5 Feb 2024
26 Feb 2024
5 Feb 2024
5 Feb 2024 - 26 Feb 2024
Amount
15.28 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: 15.28.1 G.S. Sheet
15.12 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 15.12.1 Of area 3 sq. metres and below
15.2 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
15.56 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 9.1.2 Sal wood
9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors/ windows and clerestory windows 25mm to 40mm thick 9.7.2 Kiln seasoned and chemically treated hollock wood
9.9 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including butt hinges 9.9.2 Kiln seasoned and chemically treated hollock wood 9.9.2.1 35 mm thick
9.48 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. 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m²
12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.1 0.80 mm thick with zinc coating not less than 275 gm/m²
11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
13.2 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand) b) In cement mortar 1:4
11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 11.6.1 18 mm thick
9.72 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 9.72.1 125x85x5.5 mm (heavy type)
9.92 Providing and fixing chromium plated brass handles with necessary screws etc. complete: 9.92.1 125 mm
9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 9.74.1 250x10 mm
12.26 Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately). 12.26.1 6 mm thick Cement fiber board as per IS: 14862
9.3 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. 9.3.1 Sal wood
13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1 Water thinnable cement primer
13.82 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.82.1 One coat
13.50 Applying priming coat: 13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
13.48 Finishing with Deluxe Multi surface paint system for interiors and Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 Wood work paint
SANITARY INSTALLATION 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 18.8.2 20 mm nominal dia Pipes
18.8.3 25 mm nominal dia Pipes
18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 18.9.5 40 mm nominal dia Pipes
18.15 Providing and fixing brass bib cock of approved quality : 18.15.2 20 mm nominal bore
18.14 Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately).
17.1 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: 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
17.7 Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste of coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
17.73 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. 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
17.31 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.
BOUNDARY WALL 2.8 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. 2.8.1 All kinds of soil.
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4.1.6 Providing and laying in position cement concrete of specified grade all work up to plinth level : a) In prop 1:3:6
5.22 Steel reinforcement for R.C.C. work including straightening, leaning utting and bending to proper shape plaing in position and binding up to plinth level. 5.22.6 TMT bar Fe 500D or more
5.9 Centering and shuttering including strutting, propping etc. and removal of the same…. 5.9.1 Foundations, footings, base of columns, etc. for mass concrete
5.9.5 Lintels, Plinth beab, girder, cnatilever etc.
5.9.6 Columns, Pillars, post Pire abutment, post and struts.
5.1 Providing and laying in position specified grade of R.C.C, excluding the cost of centering, shuttering up to PL : 5.1.3 Prop 1:2:4
5.2 Reinforcement RCC works column, pillar, pier, etc. up to floor v (five) level, excluding cost of centering, shuttering and reinforcement 5.2.2 Prop 1:1.5:3
6.13 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. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
13.15 15mm thick cement plaster in single coat in rough side of single or half brick wa 13.5.1 1:4 (1 Cement : 4 Coarse Sand)
13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1 Water thinnable cement primer
13.44 Finishing walls with water proofing cement paint of approved brand and manufacture of required shade 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
IRON GATE (2 Nos) 2.8 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. 2.8.1 All kinds of soil.
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4.1.6 Providing and laying in position cement concrete of specified grade all work up to plinth level : a) In prop 1:3:6
5.22 Steel reinforcement for R…….. work including straightening, leaning utting and bending to proper shape plaing in position and binding up to plinth level. 5.22.6 TMT bar Fe 500D or more
5.9 Centering and shuttering including strutting, propping etc. and removal of the same…. 5.9.1 Foundations, footings, base of columns, etc. for mass concrete
5.9.6 Columns, Pillars, post Pire abutment, post and struts.
5.1 Providing and laying in position specified grade of R.C.C, excluding the cost of centering, shuttering up to PL : 5.1.3 Prop 1:2:4
5.2 Reinforcement RCC works column, pillar, pier, etc. up to floor v (five) level, excluding cost of centering, shuttering and reinforcement 5.2.2 Prop 1:1.5:3
6.13 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. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
13.15 15mm thick cement plaster in single coat in rough side of single or half brick wa 13.5.1 1:4 (1 Cement : 4 Coarse Sand)
13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1 Water thinnable cement primer
13.44 Finishing walls with water proofing cement paint of approved brand and manufacture of required shade 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
13.50 Applying priming coat: 13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
13.99 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.99.1 One or more coats on old work on new work over and under coat of suitable shade with ordinary paint of approved brand and manufacture
10.25 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. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
TUBE WELL BORING 23.1 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 & running charges 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. 23.1.2 Rocky strata including Boulders 23.1.2.1 300 mm dia
23.3 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. 23.3.2 150 mm nominal size dia
23.12 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.
18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 18.46.5 40 mm nominal bore
18.48 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.
Installation of 1 HP motor pump set with eleatrical works
RCC STAGE FOR OVERHEAD TANK 2.8 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. 2.8.1 All kinds of soil.
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4.1.6 Providing and laying in position cement concrete of specified grade all work up to plinth level : a) In prop 1:3:6
5.22 Steel reinforcement for R…….. work including straightening, leaning utting and bending to proper shape plaing in position and binding up to plinth level. 5.22.6 TMT bar Fe 500D or more
5.9 Centering and shuttering including strutting, propping etc. and removal of the same…. 5.9.1 Foundations, footings, base of columns, etc. for mass concrete
5.9.6 Columns, Pillars, post Pire abutment, post and struts.
5.9.3 Suspended floors, roofs, landings, balconies and access platform
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.1 Providing and laying in position specified grade of R.C.C, excluding the cost of centering, shuttering up to PL : 5.1.3 Prop 1:2:4
5.2 Reinforcement RCC works column, pillar, pier, etc. up to floor v (five) level, excluding cost of centering, shuttering and reinforcement 5.2.2 Prop 1:1.5:3
13.5 15 mm cement plaster on rough side of single or half brick wall of mix: 13.5.1 1:4 (1 cement: 4 coarse sand)
13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1 Water thinnable cement primer
13.44 Finishing walls with water proofing cement paint of approved brand and manufacture of required shade 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
SEPTIC TANK 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains, 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. 2.8.1 All kinds of soil.
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4.1.6 Providing and laying in position cement concrete of specified grade all work up to plinth level : a) In prop 1:3:6
5.22 Steel reinforcement for R.C.C. work including straightening, leaning utting and bending to proper shape plaing in position and binding up to plinth level. 5.22.6 TMT bar Fe 500D or more
5.9 Centering and shuttering including strutting, propping etc. and removal of the same…. 5.9.1 Foundations, footings, base of columns, etc. for mass concrete
5.9.3 Suspended floors, roofs, landings, balconies and access platform
5.1 Providing and laying in position specified grade of R.C.C, excluding the cost of centering, shuttering up to PL : 5.1.3 Prop 1:2:4
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
13.8 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 13.8.1 1:3 (1 cement: 3 fine sand)
7131 Square shape 450x450mm precast R.C.C. manhole cover with frame L.D.- 2.5
19.33 Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
ICBP APPROACH ROAD WITH PLANTATION 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
16.78 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
16.3 Supplying and stacking at site. 16.3.2 63 mm to 45 mm size stone aggregate
16.4 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
4.1 Providing and laying in position cement concrete of specified grade 4.1.6 1:3:6 (1 Cement : 3 sand : 6 coarse agg)
5.9 Centering and shuttering including strutting, propping etc. 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
16.92.1 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
PLANTATION 2.1 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
2.2 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
2.9 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
2.15 Half brick circular tree guard in bricks, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement : 6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete: 2.15.1 With common burnt clay F.P.S. (non modular) bricks of class designation 5.0
2.31 Filling of the following size empty pots with mixture of good earth & manure in the ratio of 2:1 (Two part of Good earth & one port of manure) and placing them on approprite place i/c carriage of earth, manure and pots up to 50 mtr, as per direction of officer incharge. (The cost of good earth, earthen pots & manure will be paid separately.) 2.31.1 Size of Empty Pots 15cm Top dia, 8cm Bottom Dia & 15cm Perpendicular height.
7.4 Providing and stacking of Alstonia scholaris of height 150-165 cm. in bag of size 25 cm as per direction of the office in-charge. ICD NO-10259
10.1 Providing and stacking winter seasonal seedlings/cuttings at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge 10.1 Alyssum
10.1.8 Carnation hybrid Detail of cost per tray (100 nos plants) ICD NO- 10441 Carnation hybrid
EARTH FILLING 2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
ELECTRIFICATION 1.15 Rewiring for light point/ fan point/ exhaust fan Point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/ PVC conduit including dismantling as required. conduit including dismantling as required. 1.15.1 Group A
1.15.2 Group B
1.15.3 Group C
1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14.2 2 x 2.5sq.mm + 1 x 2.5sq.mm earth wire
1.14.3 2 x 4sq.mm + 1 x 4sq.mm earth wire
1.14.4 2 x 6sq.mm + 1 x 6sq.mm earth wire
1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.1 5/6A switch
1.23.4 3pin 5/6 A socket outlet
1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc, as required.
1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1.27.2 3 Module (100mm x 75mm)
1.27.5 8 Module (125mm x 125mm)
1.27.6 12 Module (200mm x 120mm)
1.28 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. 1.28.2 3 Module
1.28.5 8 Module
1.28.6 12 Module
1.33 Supplying and fixing 3 pin, 5A celling rose on the existing junction box/ wooden block including connection etc. as required.
1.58 Supplying and fixing PVC batten/ angle holder including connections etc. as required.
2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, inter connections, powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator) 2.32 8 Way Double door
2.10 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.10.1 Single pole
2.10.1 Double pole
5.2 Earthing with G.I. earth pipe 4.5 metre long, 40mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
5.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.
12.34 Supplying and fixing of 32mm dia x 2.00 metres long G.I. pipe (medium class) bracket for mounding of fluorescent/ HPMV/HPSV street light fitting on pole including bending the pipe to the required shape, 2nos 40mm x 3mm flat iron clamps with nut, bolts and washer, painting the flat iron with primer and finish paint etc. as required.
MR-1 Supplying with including fitting and fixing of Ceiling fan (1400mm) etc. as directed by the Deptt.
MR-2 Supplying with including fitting fixing of ADORE LED PLUS 9W/ 10W etc. as required & as directed by the Deptt.
MR-3 Supplying including fitting fixing of 18W Slim LED batten with polycarbonate round shape diffuser. Grey end cap, hosing is an ideal replacement solution for existing battens/ fluorescent lamps with elegantly designed end caps etc. as required and directed by the deptt.
MR-4 Supplying with including fitting fixing of Exhaust Fan etc. as directed by the Deptt.
MR-5 Supplying with fitting & fixing of highly effective front openable 45W IP66 Street light/ Campus light with aluminium pressure dia cost housing, toughened glass in the front and prenut lens for batwing light distribution to ensure light distribution, higher spacing between poles and maintenance free system etc. as required and as directed by the Deptt. (Orient, Bajaj, Havells or equivalent make)
M/S MAA SARODA ENTERPRISE
Amit Biswas
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