Military Engineer Services Tender
View complete overview of Meghalaya MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date11 Jul 2024
Closing Date3 Sep 2024
Tender Amount₹ 2,89,00,000
Costs
EMD
₹ 3,64,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_MES_655537_2Bid Award Id
ViewTender No
8776/SHL/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth; etc. or for shafts, wells, cesspits, manholes, piers holes, laying of cable/erection of pole, laying of GI water tubing etc. n.exc 10 sq m on plan and n.exc 1.5 m deep and getting out in soft/loose soil, complete all as specified and as directed by Engineer-in-charge at site.
945.13
-
-
Excavation in trenches n.exc 1.5 m wide but exc 1.5 m or part thereof in depth and n.exc 3.0 m in depth; etc. or for shafts, wells, cesspits, manholes, piers holes, laying of cable/erection of pole, laying of GI water tubing etc. n.exc 10 sq m on plan and n.exc 1.5 m deep and getting out in soft/loose soil, complete all as specified and as directed by Engineer-in-charge at site.
145
-
-
Excavation in trenches n.exc 1.5 m wide but exc 3.0 m or part thereof in depth and n.exc 4.5 m in depth; etc. or for shafts, wells, cesspits, manholes, piers holes, laying of cable/erection of pole, laying of GI water tubing etc. n.exc 10 sq m on plan and n.exc 1.5 m deep and getting out in soft/loose soil, complete all as specified and as directed by Engineer-in-charge at site.
9
-
-
Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth; etc. or for shafts, wells, cesspits, manholes, piers holes, laying of cable/erection of pole, laying of GI water tubing etc. n.exc 10 sq m on plan and n.exc 1.5 m deep and getting out in hard / dense soil, complete all as specified and as directed by Engineer-in-charge at site.
60
-
-
Excavation in trenches n.exc 1.5 m wide but exc 1.5 m or part thereof in depth and n.exc 3.0 m in depth; etc. or for shafts, wells, cesspits, manholes, piers holes, laying of cable/erection of pole, laying of GI water tubing etc. n.exc 10 sq m on plan and n.exc 1.5 m deep and getting out in hard / dense soil, complete all as specified and as directed by Engineer-in-charge at site.
20
-
-
Excavation in trenches n.exc 1.5 m wide but exc 1.5 m or part thereof in depth and n.exc 3.0 m in depth; etc. or for shafts, wells, cesspits, manholes, piers holes, laying of cable/erection of pole, laying of GI water tubing etc. n.exc 10 sq m on plan and n.exc 1.5 m deep and getting out in soft/ disintegrated rock, complete all as specified and as directed by Engineer-in-charge at site.
20
-
-
Excavating over areas, n exc1.5 m deep and getting out out in soft / disintegrated rock, complete all as specified and as directed by Engineer-in-charge at site.
45
-
-
Returning, filling in, including spreading, levelling, watering and well ramming in layers n exc 25 cm in soil, complete all as specified and as directed by Engineer-in-charge at site.
755.28
-
-
Returning, filling in, including spreading, levelling, watering and well ramming in layers n exc 25 cm in soft/disintigrated rock, complete all as specified and as directed by Engineer-in-charge at site.
50
-
-
Removing excavated material (Soil) to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified and as directed by Engineer-in-charge at site.
501.35
-
-
Removing excavated material (soil / rock excluding hard rock) exc 1.5 KM and n.exc 5 KM and depositing where directed at a level n.exc 1.5 m above the starting point, complete all as specified and as directed by Engineer-in-charge at site.
630
-
-
M&L for Treating the bottom and sides (verticle surafce) of excavation at the rate of 5 litres of emulsion (ATT) per square metre of surface area, complete all as specified and as directed by Engineer-in-charge at site.
22
-
-
M&L for Treating the soil under plinth protection at the rate of 5 litres of emulsion (ATT) per square metre of surface area, complete all as specified and as directed by Engineer-in-charge at site.
22
-
-
M&L for cement concrete Type D2, 1:4:8 (40 mm graded aggregate) in foundations, filling and mass concrete, complete all as specified and as directed by Engineer-in-charge at site.
14
-
-
M&L for cement concrete Type C1, 1:3:6 (20 mm graded aggregate) in foundations, filling and mass concrete, complete all as specified and as directed by Engineer-in-charge at site.
1.5
-
-
M&L for cement concrete Type C2, 1:3:6 (40 mm graded aggregate) in foundations, filling and mass concrete, complete all as specified and as directed by Engineer-in-charge at site.
96.93
-
-
M&L for cement concrete Type C2, 1:3:6 (40 mm graded aggregate)in surface chanels in drain including necessary form work, complete all as specified and as directed by Engineer-in-charge at site.
8
-
-
M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement, including forms, moulds, mitred /stopped ends etc, complete all as specified and as directed by Engineer-in-charge at site.
152
-
-
M&L for Brick work with subclass 'B' bricks, straight or curved on plan, exceeding 6 m mean radius, built in Cement Mortar 1:6, complete all as specified and as directed by Engineer-in-charge at site.
25
-
-
M&L for Pre-cast cement concrete, Type C1, 1:3:6 (20 mm graded aggregate) block masonry with solid blocks, exc. 10 cm in width and set in cement mortar 1:6, complete all as specified and as directed by Engineer-in-charge at site. .
365
-
-
M&L for precast cement concrete block masonry with solid blocks 10 cm in width with PCC (1:3:6), type C-1, (using 20 mm graded stone aggregate) and setting in CM(1:4), complete all as specified and as directed by Engineer-in-charge at site.
424
-
-
M & L for damp proof course in cement concrete type B-0, 1:2:4, to horizontal or vertical surfaces including necessary formwork, 40mm thick, mixed with Integral Water proofing compound @ 3% by weight of cement, complete all as specified and as directed by the Engineer-in-Charge at site. NOTE:- Integral Water proofing compound shall be measured and paid seperately under respective item of this BOQ.
4
-
-
M&L for Walling of random rubble,uncoursed, well bonded, bedded and solidly hearted, built in CM(1:6), complete all as specified and as directed by the Engineer-in-Charge at site.
56.19
-
-
M&L for providing precast cement concrete type B1, 1:2:4 (20 mm graded aggregate) bonders (for stone walling).corbels, brackets, lintels, steps, copings etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar 1:6 complete with joints to match complete all as specified and as directed by Engineer-in-charge at site.
3.2
-
-
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints,as specified, of random rubble walling, uncoursed or brought upto courses, hammer dressing with maximum depression on face from straight held against the dressed surface n.exc. 40 mm, lime or sand stone, complete all as specified and as directed by Engineer-in-charge at site.
45
-
-
M&L for Raised pointing to random or polygonal rubble, uncoursed or brought upto courses masonry, in CM 1:4, complete all as specified and as directed by Engineer-in-charge at site.
4.5
-
-
M&L for cement concrete cast-in-situ, type B1, 1:2:4 (20mm graded aggregate) as in coping, lintels upto 1.5m clear span, cills, steps, apex stones, bed plates, kerbs, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railing upto 60 bcm height, water troughs and the like including weathering, slightly rounded or chamferred angles and throating, coping around poles and finishing even and smooth without using extra cement including necessary use and waste of formwork, complete all as specified and as directed by Engineer-in-charge at site.
1.44
-
-
M&L for hard core of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, using broken stone or boulders, watered and rammed to a true surface, complete all as specified and as directed by Engineer-in-charge at site.
89.5
-
-
M&L for sand filling under floors or in foundations including watering and consolidation or below interlocking paver blocks, or complete all as specified and as directed by Engineer-in-charge at site.
174.5
-
-
Supply & laying dry river sand as in cushioning of underground electric cable in trenches, laid to a uniform thickness of 23cm (15cm under the cable & 8cm over the cable ) and gently punned down to 18cm thickness complete all as specified and directed by Engr-in -Charge
Note :- Only punned thicknes of sand cushioning shall be measured and paid.
173.14
-
-
M&L for Polythene film, black, 50 micron, laid in floors or over sand filling, complete all as specified and as directed by Engineer-in-charge at site.
571
-
-
M&L for cement concrete type D-2, 1:4:8 (40 mm graded stone aggregate), 75 mm thick, as in sub-base of floor, finishing surfaces of concrete even and fair (without using extra cement) or even and rough to receive the topping layer over it, including use and waste of necessary formwork, complete all as specified and as directed by Engineer-in-charge at site.
573
-
-
M&L for cement concrete type B-2, 1:2:4 (40 mm graded stone aggregate), 75 mm thick, as in floor, finished even and smooth (using extra cement), including use and waste of necessary formwork, complete all as specified and as directed by Engineer-in-charge at site.
456
-
-
M&L for cement concrete type B-1, 1:2:4 (20 mm graded stone aggregate), 40 mm thick, as in floor, finished even and smooth (using extra cement), including use and waste of necessary formwork, complete all as specified and as directed by Engineer-in-charge at site.
477
-
-
M&L for cement concrete type B-1, 1:2:4 (20 mm graded stone aggregate), 50 mm thick, as in floor, finished even and smooth (using extra cement), including use and waste of necessary formwork, complete all as specified and as directed by Engineer-in-charge at site.
80
-
-
M&L for cement concrete type C-2, 1:3:6 (40 mm graded stone aggregate), 50 mm thick, as in Plinth Protection, finishing surfaces of concrete even and smooth (without using extra cement), including use and waste of necessary formwork, complete all as specified and as directed by Engineer-in-charge at site.
8
-
-
M&L for cement concrete type C-2, 1:3:6 (40 mm graded stone aggregate), 75 mm thick, as in Plinth Protection, finishing surfaces of concrete even and smooth (without using extra cement), including use and waste of necessary formwork, complete all as specified and as directed by Engineer-in-charge at site.
377
-
-
M&L for cement concrete type B-2, 1:2:4 (20 mm graded stone aggregate), 100 mm thick, as in sub-base of floor, finishing surfaces of concrete even and fair (without using extra cement) or even and rough to receive the topping layer over it, including use and waste of necessary formwork, complete all as specified and as directed by Engineer-in-charge at site.
47
-
-
M&L for cement concrete type D-2, 1:4:8 (40 mm graded stone aggregate), 100 mm thick, as in sub-base of floor, finishing surfaces of concrete even and fair (without using extra cement) or even and rough to receive the topping layer over it, including use and waste of necessary formwork, complete all as specified and as directed by Engineer-in-charge at site.
50
-
-
M&L for cement concrete type B-0, 1:2:4 (12.50 mm graded stone aggregate), 25 mm thick, as in floor, step tread, finished even and smooth (using extra cement), including use and waste of necessary formwork, complete all as specified and as directed by Engineer-in-charge at site.
100
-
-
S&F Glass dividing strips, 3 mm thick, width of strip 38mm, inserted in position, conform to design, complete all as specified and as directed by Engineer-in-charge at site.
820
-
-
Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, rough finished surfaces of concrete, Flat, complete all as specified and as directed by Engineer-in-charge at site.
555
-
-
Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions, rough finished surfaces of concrete, Square, rectangular or polygonal, complete all as specified and as directed by Engineer-in-charge at site.
597
-
-
Use and waste of formwork to chullah hoods, chajjas, troughs and similar items including edges, rough finished surfaces of concrete, Flat, complete all as specified and as directed by Engineer-in-charge at site.
52
-
-
Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc. also splays between floors and beams, etc., rough finished surfaces of concrete, Flat, complete all as specified and as directed by Engineer-in-charge at site.
387
-
-
Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar works; not exceeding 200mm thick (Horizontal or sloping), rough finished surfaces of concrete, Flat, complete all as specified and as directed by Engineer-in-charge at site.
466
-
-
Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.;vertical or to batter, rough finished surfaces of concrete, Flat, complete all as specified and as directed by Engineer-in-charge at site.
176
-
-
Use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide, roughed finished surface of concrete, complete all as specified and as directed by the Engineer-in-Charge at site.
28
-
-
M&L for Reinforced cement concrete (design mix) M-25 (20 mm graded aggregates) as in foundations, including rafts, footings, foundation beams; bases of columns, etc.; basement slabs, and mass concrete, under-reamed piles, complete all as specified and as directed by the Engineer-in-Charge at site.
168.24
-
-
M&L for Reinforced cement concrete (design mix) M-25 (20 mm graded aggregates) as in columns, pillars, piers, posts and struts etc., complete all as specified and as directed by the Engineer-in-Charge at site.
54.19
-
-
M&L for Reinforced cement concrete (design mix) M-25 (20 mm graded aggregates) as in Beam, cantilevers, bressummers, lintels over 1.50m span, complete all as specified and as directed by the Engineer-in-Charge at site.
56.8
-
-
M&L for Reinforced cement concrete (design mix) M-25 (20 mm graded aggregates) as in Chajjas, complete all as specified and as directed by the Engineer-in-Charge at site.
4
-
-
M&L for Reinforced cement concrete (design mix) M-25 (20 mm graded aggregates) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, anopie, deck slabs and in shelves and the like, complete all as specified and as directed by the Engineer-in-Charge at site.
153
-
-
M&L for Reinforced cement concrete (design mix) M-25 (20 mm graded aggregates) as in Fins, fascias, louvres, Parapets and railings exc. 60cm in height. newels, balustrade and the like, complete all as specified and as directed by the Engineer-in-Charge at site.
2
-
-
S&F Mild steel TMT bars, 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and as directed by the Engineer-in-Charge at site.
39255
-
-
S&F Mild steel TMT bars, 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders., cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and as directed by the Engineer-in-Charge at site.
5320
-
-
S&F Mild steel TMT bars, 6 mm to 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and as directed by the Engineer-in-Charge at site.
2880
-
-
M&L for Rendering 10 mm thick in cement mortar 1:6, on stone masonry surfaces or on surfaces other than fair face of brickwork or on one side of lathing or other than fair face of concrete surface finished even and fair, without using extra cement, complete all as specified and as directed by the Engineer-in-Charge at site.
650
-
-
M&L for Rendering 10 mm thick in cement mortar 1:6, on fair faces of brickwork or concrete surfaces, finished even and smooth, without using extra cement, complete all as specified and as directed by the Engineer-in-Charge at site.
100
-
-
M&L for Rendering 15 mm thick in cement mortar 1:4, on fair faces of brickwork or concrete surfaces, finished even and fair without using extra cement, complete all as specified and as directed by the Engineer-in-Charge at site. NOTE: Supply of water proofing compound shall be measured and paid seperately under respective item in this BOQ.
870
-
-
M&L for Rendering 15 mm thick in cement mortar 1:4, in two layers (1st layer 10 mm thick finished with wire marking to receive 2nd layer of 5mm mixed with waterproofing compound) on fair faces of brickwork or concrete surfaces, finished even and fair without using extra cement, complete all as specified and as directed by the Engineer-in-Charge at site. NOTE: Supply of water proofing compound shall be measured and paid seperately under respective item in this BOQ.
95
-
-
M&L for Rendering 5 mm thick in cement mortar 1:3, on fair faces of concrete surfaces, IN CEILING, finished even and smooth, without using extra cement, complete all as specified and as directed by the Engineer-in-Charge at site.
754
-
-
M&L for Rendering 15 mm thick in cement mortar 1:6, on fair faces of brickwork or concrete surfaces, finished even and smooth without using extra cement, complete all as specified and as directed by the Engineer-in-Charge at site.
12
-
-
M&L for Rendering 15 mm thick in cement mortar 1:4, on fair faces of brickwork or concrete surfaces, finished even and smooth without using extra cement, complete all as specified and as directed by the Engineer-in-Charge at site. NOTE: Supply of water proofing compound shall be measured and paid seperately under respective item in this BOQ.
70
-
-
Supply only Integral water proofing compound, complete all as specified and as directed by the Engineer-in-Charge at site.
232
-
-
S&F structural steel work in rolled mild steel, as in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats, etc. complete quality confirming to Fe 410 (Gde E-250) quality-A, including fabricating and eretion, complete all as specified and as directed by the Engineer-in-Charge at site.
14000
-
-
S&F structural steel work in rolled mild steel, as in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes confirming to IS-1161-1998-ST-240 including painting with one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor's workshop before fabrication., including fabricating and erection, complete all as specified and as directed by the Engineer-in-Charge at site.
8860
-
-
S&F Mild steel screw bolts (machine made), diameter of neck 16 mm to 20 mm, with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 22.5 cm and n exc 30 cm long, complete all as specified and as directed by the Engineer-in-Charge at site.
760
-
-
S&F Mild steel screw bolts (machine made), diameter of neck 5 to 10 mm, with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 5 cm and n exc 10 cm long, complete all as specified and as directed by the Engineer-in-Charge at site.
47
-
-
S&F structural steel work using Rolled mild steel in Plates (plain or chequered) channels, square cut or notched (ordinary or counter sunk) forming holes, without any attachement, quality conforming to Fe 410-W (Gde-E-250) quality-A, complete all as specified and as directed by the Engineer-in-Charge at site.
2260
-
-
S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws, complete all as specified and as directed by the Engineer-in-Charge at site.
1230
-
-
S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws, complete all as specified and as directed by the Engineer-in-Charge at site.
96
-
-
M&L for preparing new plastered surfaces of walls and applying the prepared plastered surfaces of walls with two coats of cement base paint over a coat of alkali-resistent priming paint, complete all as specified and as directed by Engineer-in-Charge at site.
1042
-
-
M&L for preparation of new or previously untreated steel surfaces of any desription, over 10cm in width or girth, not otherwise described, and applying two coats of synthetic enamel paint over one coat of red oxide, zinc chrome primer, complete all as specified and as directed by Engineer-in-Charge at site.
910
-
-
M&L for preparation of new or previously untreated wood or wood based surfaces of any desription, over 10cm in width or girth, not otherwise described, and applying two coats of synthetic enamel paint over one coat of pink primer, complete all as specified and as directed by Engineer-in-Charge at site.
18
-
-
M&L for preparing new plastered or un-plastered surfaces of walls and applying three coats of white wash to walls, complete all as specified and as directed by Engineer-in-Charge at site.
761
-
-
M&L for preparing new plastered or un-plastered surfaces of ceiling and applying three coats of white wash to ceiling, complete all as specified and as directed by Engineer-in-Charge at site.
715
-
-
M&L 2mm thick fiber glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc., complete all as specified and as directed by Engineer-in-Charge at site.
280
-
-
S&F 1.25 mm thick mild steel, pressed steel frames for doors with one or more rebates including necessary fixing lugs, hinges, lock plate, etc. size of frame 105mm x 60 mm with one shop coat of primer, complete all as specified and as directed by Engineer-in-Charge at site.
20
-
-
M&L for cement concrete, type B-0, 1:2:4 (12.5 mm graded stone aggregate) for filling of pressed steel frames for doors, complete all as specified and as directed by Engineer-in-Charge at site.
1
-
-
S&F 40 mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides, complete all as specified and as directed by Engineer-in-Charge at site.
8
-
-
S&F Mild steel sliding door bolts, length of bolt 300 mm, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed, complete all as specified and as directed by Engineer-in-Charge at site.
4
-
-
S&F Butt hinges, medium weight, cold rolled mild steel, size of hinges 125 mm, complete all as specified and as directed by Engineer-in-Charge at site.
12
-
-
S&F mild steel pressed handles, oval type, stove enalled black, size of handle 150 mm, complete all as specified and as directed by Engineer-in-Charge at site.
8
-
-
S&F mild steel Barrel tower bolts, stove enamelled black, with bright bolt and fixed, length of bolt 200 mm, complete all as specified and as directed by Engineer-in-Charge at site.
8
-
-
S&F solid PVC door frames of size 50 mm x 47 mm made out of 5 mm plain colour PVC sheet reinforced with M.S. square tube, suppling & fixing in opening as per specification & drawing, complete all as specified and as directed by Engineer-in-Charge at site.
31
-
-
S&F factory made solid panel PVC door shutter 30 mm thick (Style) consisiting of frame made out of MS tubes for top & bottom rails, M.S. frame shall be covered with heat moulded plain coloured PVC 'C' channel having a PVC sheet strip of 20 mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side and as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the MS frame welded / sealed to stiles & rails with suitable PVC sheet beading and joined together with solvent cement, supplying and fixing in the PVC frame at site as per specification & drawing, complete all as specified and as directed by Engineer-in-Charge at site.
14.7
-
-
S&F aluminium anodised barrel tower bolts of extruded section and fixed, length of bolt 200 mm, complete all as specified and as directed by Engineer-in-Charge at site.
16
-
-
S&F stainless steel but hinges, medium weight with steel hinge pin, bright polished and fixed, size of hinge 100 mm, complete all as specified and as directed by Engineer-in-Charge at site.
24
-
-
S&F aluminium handles, cast type, anodised, size of handle 125 mm, complete all as specified and as directed by Engineer-in-Charge at site.
16
-
-
S & F Aluminium Powder coated (minimum thickness of powder coating 50 microns) frames for doors, windows, ventilators with one or more rebate including jointing cleats for fixing complete all as specified and as directed by Engineer-in-Charge at site.
2
-
-
S & F Aluminium Powder coated (minimum thickness of powder coating 50 microns) sections for doors / windows / Ventilators shutters weighing not less than 0.55Kg/M including all necessary fittings of suitable size such as handles, peg stays, hinges etc., including glazing clips, rubber neoprene packing, beading, screws etc., complete all as specified and as directed by Engineer-in-Charge at site. NOTE:- Glass for glazing / wire mesh / particle board etc shall be measured and paid seperately under respective item of this BOQ.
2.4
-
-
S&F 3.0 mm thick Figured glass, pin head type and glazing with oil putty in squares n exc 0.5 sq. m in each pane, fixed in alumnium frame, complete all as specified and as directed by Engineer-in-Charge at site.
0.82
-
-
S&F Mild Steel framed work such as grills, grating, etc., with ends of bars shouldered and / or riveted, or forged into spikes: framed guard bars, barred iron doors; ladders; framed balusters; walkways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-e-165, complete all as specified and as directed by Engineer-in-Charge at site.
110
-
-
S&F for Stainless Steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples, complete all as specified and as directed by Engineer-in-Charge at site.
5
-
-
S&F 1.25 mm thick Plain, black, mild steel sheeting, in ridges, hips, Valley gutters, drip, eaves board and straight flashings (Length and girth as fixed), welded or soldered joints provided, complete all as specified and as directed by Engineer-in-Charge at site.
48
-
-
M&L for screed bed or bedding layer of cement mortar, 15 mm thick, in CM 1:3, for laying floor finish setting coat 3mm thick, in cement plaster 1:3, trowelled to even and smooth finish, for step finish, complete all as specified and as directed by Engineer-in-Charge at site.
760
-
-
M&L for coloured, pre-polished, chequered cement concrete tiles of size 30cm x 30cm x 25 mm thick, laid, jointed in neat cement slurry in floors and and pointed in white cement mixed with pigment to match colour of tiles, laid over and including screed bed or bedding layer of cement mortar, 20 mm thick in CM 1:6 complete all as specified and as directed by Engineer-in-Charge at site.
60
-
-
M & L for Joint free Glazed Coloured Ceramic tiles in vertical surface of size 450 mm x 350 mm x 7 mm thick / 450 mm x 300 mm x 7 mm thick, set and joint in neat cement slury and pointed in white or colour cement to match colour of tile, fixed over and including rendering 10mm thick in cement plaster 1:4, finished even and fair with wire markings to receive tile over it, complete all as specified and as directed by the Engineer-in-Charge
120
-
-
M & L for joint free Non-Skid coloured ceramic tiles 7 to 8mm thick (square / rectangular) area of each tiles exceeding 0.06 sqm but not exceeding 0.11 sqm in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match colour of tile, complete, laid over and including 20mm thick Screed bed or bedding layer in CM 1:6, for laying Non-Skid coloured ceramic tile finish, complete all as specified and as directed by Engineer-in-Charge at site.
34
-
-
M&L for Machine pressed precast rubber moulded coloured concrete interlocking paver block with grey cement and pigment, any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, complete all as specified and as directed by Engineer-in-Charge at site.
30
-
-
M&L for Machine pressed precast rubber moulded coloured concrete interlocking paver block with grey cement and pigment, any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade, complete all as specified and as directed by Engineer-in-Charge at site.
50
-
-
S&F vitreous China wash basin, white, flat back, size 550mm x 400mm size, oval type, fixed on granite slab, with and including and fixing waste coupling of PTMT (half or full threaded & minimum weight 45 gms) suitable for bore dia of pipe 32 mm, including and cutting for pinning in ends of pair of brackets of mild steel of size 35 x 35 x 6mm, PVC corrugated waste pipe 32mm bore, complete all as specified and as directed by Engineer-in-Charge at site. NOTE:- Granite slab shall be measured and paid seperately under respective item of this BOQ.
7
-
-
S&F for vitreous China squatting pan, ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests including PVC flushing cistern 10 liters low level, PVC pipe connection suitable to joint flushing cistern to water closet fixed on 'P' or 'S' trap, lime concrete bedding complete all as specified and as directed by Engineer-in-Charge at site.
2
-
-
S&F vitreous China wash down water closet pan (pedestal pattern), white, with plastic water closet seat, closed pattern with flat bottom, & cover and mild steel chromium plated or aluminium hinging device, including P or S trap, including PVC valveless, syphonic action type, flushing cistern of 10 ltr capacity, low level, white, with inlet, ball valve, float and handle including brackets, flush pipe of PVC, 32 mm dia for low level flushing cistern, complete all as specified and as directed by Engineer-in-Charge at site.
2
-
-
S&F Vitreous China urinals, Half stall type, white, back or corner wall type, (excluding flushing cistern), but providing and including fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement; providing and including brass chromium plated waste coupling 32mm dia, flexible waste pipe of 32mm dia of adequate length, including grating and Union for discharge pipe, complete all as specified and as directed by Engineer-in-Charge at site.
15
-
-
S&F Urinal spreader of chromium plate any colour for fixing with 15 mm dia pipe, complete all as specified and as directed by Engineer-in-Charge at site.
15
-
-
S&F Urinal partitions slabs of 8/10mm toughened polished glass of size 450mm x 900mm terminating about 40cm above floor line, complete all as specified and as directed by Engineer-in-Charge at site.
12
-
-
S&F toilet paper holder with flat recessed type stainless steel, complete all as specified and as directed by Engineer-in-Charge at site.
1
-
-
S&F soap dish, any type, fixed to plugs with chromium plated brass screws, complete all as specified and as directed by Engineer-in-Charge at site.
5
-
-
S&F Health faucet (ABS Body) mild steel chroumium plated suitable for 15mm dia pipe with 1.25metre long flexible tube and ABS wall hook including making connections and fixed in position complete all as specified and as directed by Engineer-in-Charge at site.
4
-
-
S&F PVC connections 15mm size with PTMT nuts of length 450mm, complete all as specified and as directed by Engineer-in-Charge at site.
23
-
-
S&F stop valve / angle cock, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions suitable for bore of pipe 15mm, complete all as specified and as directed by Engineer-in-Charge at site.
23
-
-
S&F pillar taps, cast copper alloy, with capstan heads, chromium plated, fancy type, screwed down high pressure, with or without lettered 'Hot or 'Cold' with long screwed shanks and fly nuts, screwed for iron pipe and fixed, suitable for bore of pipe 15 mm, complete all as specified and as directed by Engineer-in-Charge at site.
5
-
-
S&F Bib taps, cast copper alloy, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed, suitable for bore of pipe 15 mm, complete all as specified and as directed by Engineer-in-Charge at site.
4
-
-
S&F Bib taps, cast copper alloy, chromium plated, but fancy type, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed, suitable for bore of pipe 15 mm, complete all as specified and as directed by Engineer-in-Charge at site.
4
-
-
S&F Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipes suitable for bore of pipe 20 mm, complete all as specified and as directed by Engineer-in-Charge at site.
10
-
-
S&F Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipes suitable for bore of pipe 25 mm, complete all as specified and as directed by Engineer-in-Charge at site.
3
-
-
S&F Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipes suitable for bore of pipe 40 mm, complete all as specified and as directed by Engineer-in-Charge at site.
2
-
-
S&F ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe and fixed (minimum weight 20mm -210gms) suitable for bore of pipe 20 mm, complete all as specified and as directed by Engineer-in-Charge at site.
5
-
-
S&F 600 mm x 450mm, bevelled edge mirror of selected quality glass, mounted on 6mm thick commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers, complete all as specified and as directed by Engineer-in-Charge at site.
7
-
-
S&F Sheet glass shelf assembly, consisting of 5.5mm thick sheet glass shelf, 12cm wide with chromium plated bracket guard and railing 60cm long, complete all as specified and as directed by Engineer-in-Charge at site.
5
-
-
M&L 20mm thick Granite stone slab, oval shape cutting for fixing of wash hand basin of required size, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing, rounding to edges, laid in any position complete all as specified and as directed by Engineer-in-Charge at site.
3
-
-
S&F brass Chromium Plated, Tubular towel rail 20mm dia, D type, 60 cm long between flanges, with one pair of brass Chromium Plated brackets, complete all as specified and as directed by Engineer-in-Charge at site.
6
-
-
S&F PVC (SWR) floor trap, plain with grating including jointing with solvent cement, diameter of outlet 75mm, complete all as specified and as directed by Engineer-in-Charge at site.
12
-
-
S&F for PVC (SWR) pipes of bore 110mm, single socketed, in any length with rubber ring joints, laid in trenches or in floors, fixed to walls with fixing arrangememt, fixed in retaining wall as water spoute pipe, complete all as specified and as directed by Engineer-in-Charge at site.
133
-
-
S&F for PVC (SWR) pipes of bore 75mm, single socketed, in any length with rubber ring joints, laid in trenches or in floors, fixed to walls with fixing arrangememt, complete all as specified and as directed by Engineer-in-Charge at site.
20
-
-
S&F PVC (SWR) bends, any radius suitable for bore of pipe 110mm, complete all as specified and as directed by Engineer-in-Charge at site.
16
-
-
S&F PVC (SWR) bends, any radius suitable for bore of pipe 75mm, complete all as specified and as directed by Engineer-in-Charge at site.
8
-
-
S&F PVC (SWR) junction single / double (Single or Double T) equal or unequal, any radius suitable for bore of pipe 75mm, complete all as specified and as directed by Engineer-in-Charge at site.
4
-
-
S&F PVC (SWR) junction single / double (Single or Double T) equal or unequal, any radius suitable for bore of pipe 110mm, complete all as specified and as directed by Engineer-in-Charge at site.
4
-
-
S&F for PVC (SWR) vent cowl 75mm dia, complete all as specified and as directed by Engineer-in-Charge at site.
4
-
-
S&F 15mm bore 'medium grade' galvanised steel water tubing with screwed socket joints with all fittings (such as bends, elbows, tees, short pieces, connectors, back-ṇūṭś, diminishing pieces, caps, plugs and union, etc.) and fixing complete with lips, wall hooks, wooden plugs to wall and ceiling or laid in floors or trenches including cutting through walls, floors or cutting chassis in the wall, complete all as specified and as directed by Engineer-in-Charge at site.
60
-
-
S&F 20mm bore 'medium grade' galvanised steel water tubing with screwed socket joints with all fittings (such as bends, elbows, tees, short pieces, connectors, back-ṇūṭś, diminishing pieces, caps, plugs and union, etc.) and fixing complete with lips, wall hooks, wooden plugs to wall and ceiling or laid in floors or trenches including cutting through walls, floors or cutting chassis in the wall, complete all as specified and as directed by Engineer-in-Charge at site.
400
-
-
S&F 25mm bore 'medium grade' galvanised steel water tubing with screwed socket joints with all fittings (such as bends, elbows, tees, short pieces, connectors, back-ṇūṭś, diminishing pieces, caps, plugs and union, etc.) and fixing complete with lips, wall hooks, wooden plugs to wall and ceiling or laid in floors or trenches including cutting through walls, floors or cutting chassis in the wall, complete all as specified and as directed by Engineer-in-Charge at site.
140
-
-
S&F 40mm bore 'medium grade' galvanised steel water tubing with screwed socket joints with all fittings (such as bends, elbows, tees, short pieces, connectors, back-ṇūṭś, diminishing pieces, caps, plugs and union, etc.) and fixing complete with lips, wall hooks, wooden plugs to wall and ceiling or laid in floors or trenches including cutting through walls, floors or cutting chassis in the wall, complete all as specified and as directed by Engineer-in-Charge at site.
270
-
-
M&L for Cutting existing steel tubing, for bore of pipes in mm 40 to 50 mm, for alterations or additions (Each cut measured), complete all as specified and as directed by Engineer-in-Charge at site.
1
-
-
M&L for providing 15mm thick rendering / screeding layer of cement mortar in CM 1:3, mixed with liquid water proofing, finished even and smooth on flat/sloped surfaces of RCC roof, whilest the concrete is still green, complete all as specified and as directed by Engineer-in-Charge at site. NOTE:- Liquid water proofing compound will be measured and paid seperately under respective items in this BOQ).
170
-
-
M&L for providing water proofing treatment with polymeric standard water proofing membrane (with 10 years guarantee for water tightness) all as specified and described as under:-
(a) Preparation of RCC roof surface provided with rendering under BOQ item No 115.00 above by cleaning all as per manufacturer's instructions and applying one coat of polymeric modified bitumen 85/25 @ 1.2 Kg / Sqm over a coat of polymeric primer @ 0.30 Kg / Sqm all as per manufacturer's specifications complete all as specified and as directed.
(b) Supplying & providing polymeric membrane of weight not less than 3Kg / Sqm consisting of 100 micron HMHDPE film, centre core and torch application of membrane with 10cm overlaps and longitudinal edges with 15 cm overlaps at the ends and cutting grooves in wall for inserting tar felt and sealing the grooves with CM 1:3 complete water proofing work as per manufacturer's instructions, complete all as specified and as directed by Engineer-in-Charge at site. (c) Applying two coats of aluminium paint @ 0.10 litres / sqm for each coat on APP Membrane complete as per manufacturer's instructions, complete all as specified and as directed by Engineer-in-Charge at site.
MAKE:- Aquaflex manufactured by M/s Bengal Bitumen, MULTIPLAS STANDARD manufactured by STP TEXAS Ltd / Hyperplas manufactured by IWL Ltd
200
-
-
Supply only liquid water proofing compound complete all as specified and as directed by Engineer-in-Charge at site.
0.5
-
-
Supply, hoisting and fixing 1000 liters capacity rotational moulded polyethylene water storage tanks(cylindrical verticle with closed top) hoisted and fixed in position, including connecting up pipes, securing access covers etc. all as specified in SSR Part-I complete all as specified and as directed by Engineer-in-Charge at site.
2
-
-
Supply, hoisting and fixing 500 liters capacity rotational moulded polyethylene water storage tanks(cylindrical verticle with closed top) hoisted and fixed in position, including connecting up pipes, securing access covers etc. all as specified in SSR Part-I complete all as specified and as directed by Engineer-in-Charge at site.
3
-
-
M&L for concrete bed to drain pipes, cement concrete 1:3:6 type C-2 (40 mm graded aggregates), including packing under and haunching against the sides of pipe of bore 150 mm, after they are laid and tested, complete all as specified and as directed by Engineer-in-Charge at site.
35
-
-
M&L for providing precast cement concrete coloured Kerb stones of size 300mm long 100mm wide and 350mm deep, machine pressed, factory made, cement concrete Type B0, 1:2:4 (12.5mm grade stone aggregates) and laid and jointed in CM 1:4, complete all as specified and as directed by Engineer-in-Charge at site.
25
-
-
M&L for construction of soak well 1.8 mtr dia and 3 mtr effiective depth for 25 users with and including necessary excavation, earth work, brick work, plastering, filling with brick bats, PCC on top, returning filling in soft/loose soil and removal of surplus soil to a distance n exc 50 mtr etc complete all as shown in typical DRG No. TD/SZ/502 Sheet 1/1 dt 07.02.02 revised till date, with specifications as per drawing, complete all as specified and shown on drawings and as directed by Engineer-in-Charge at site.
4
-
-
M&L for Constructin of RCC Septic Tank for 20 users capacity, including all necessary excavation and earthwork in any type of soil, PCC 1:4:8 in foundation, all RCC work with formwork, brickwork / masonry work, rendering, returning and filling in soft loose soil including removal of sulprus soil to a distance n,exc 50 mtrs, complete all as shown in DRG No CESZ/2019/STD-1 and specifications (without sluice valve and sludge chamber), vent shaft, connecting etc complete all as specified and shown on drawings and as directed by Engineer-in-Charge at site.
1
-
-
M&L for LLDPE septic tank of 30 users conventional designed to carry sewage and sullage water, including all necessary excavation in any type of soil, PCC 1:4:8 in foundation, vent shaft, connecting etc complete all as per manufacturer's instructions, complete all as specified and shown on drawings and as directed by Engineer-in-Charge at site.
1
-
-
M&L for DWC Pipes class PE (SN8), 180 mm outer dia and 163 mm inner dia, laid on 150mm thick PCC bed in trenches after necesary excavation in any type of soil, passing through manholes / drophole of standard size made of brick masonry / RCC / Precast PCC block walling or PRECAST RCC, with SFRC venilating cover and frame, includes all items and activities to execute and make sewer line functional.( depth 0.70m -1.65m), complete all as specified and as directed by Engineer-in-Charge at site. NOTE:- Excavation & earthwork, PCC, masonary work, rendering etc. for manholes / drophole shall be measured and paid seperately under respetive item of this BOQ.
60
-
-
E&M PORTION: Material and labour point wiring for one light / fan / exhaust fan point controlled by one , one way switch, using 1.5 sqmm nominal cross sectional area, multistranded, copper conductor, PVC insulated, unsheathed, FRLSH cables, drawn through and including 20 mm dia rigid non-metallic PVC conduit with fittings, including pressed steel / PVC terminal switch boxes fitted with chromium plated brass screws & washers and 1.5 sqmm nominal cross sectional area multistranded, copper conductor, FRLSH, PVC insulated, unsheathed, earth wire and connecting to earth dolly with necessary brass screws , washers etc. complete all as specified and as directed by Engineer-in-Charge at site.
110
-
-
All as per BOQ item No. 147.00 above but One 3 pin 5 Amps socket out let on independent board complete all as specified and as directed by Engineer-in-Charge at site.
8
-
-
All as per BOQ item No. 147.00 above but 5 Amp socket on same board with other switches complete all as specified and as directed by Engineer-in-Charge at site.
11
-
-
Material and labour point wiring for one light / fan / exhaust fan point controlled by one , one way switch, using 2.5 sqmm nominal cross sectional area, multistranded, copper conductor, PVC insulated, unsheathed, FRLSH cables, drawn through and including 20 mm dia rigid non-metallic PVC conduit with fittings, including pressed steel / PVC terminal switch boxes fitted with chromium plated brass screws & washers and 2.5 sqmm nominal cross sectional area multistranded, copper conductor, FRLSH, PVC insulated, unsheathed, earth wire and connecting to earth dolly with necessary brass screws , washers etc. complete all as specified and as directed by Engineer-in-Charge at site.
4
-
-
Supply and fixing wiring for circuit / submain wiring alongwith earth wire, using and including 2 x 4 sq.mm + 1 x 4 sq. mm earth wire, nominal cross sectional area, multistranded, copper conductor, FRLSH cable, PVC insulated, unsheathed, 1100 Volts grade cables, drawn through and including 20 mm dia rigid non-metallic PVC conduit with fittings, in surface or concealed wiring,complete all as specified and as directed by Engineer-in-Charge at site.
NOTE: FOR BOQ ITEM NO. 147.00 to 151.00 : The rates quoted for above item No.s 147.00 to 151.00 includes for cutting chases in wall/ceiling/beams/columns etc. and making good the disturbed surfaces to match the adjoining surfaces complete all as specified and as directed by Engineer-in-charge at site.
180
-
-
Supply and fix switch piano, flush type, single pole, 5/6 Amps, one way, complete all as specified and as directed by Engineer-in-Charge at site.
121
-
-
Supply and fix switch socket combination 2 in 1, multipurpose, 5 pin, 6 Amps, flush type controlled by one switch, complete all as specified and as directed by Engineer-in-Charge at site.
8
-
-
Supply and fix socket outlet 2 in 1, 3 pin, 5/6 Amps, flush type, complete all as specified and as directed by Engineer-in-Charge at site.
11
-
-
Supply and fix switch socket combination, 5 in 1, 6 pin, 6/16 Amps, flush type, controlled by one switch complete all as specified and as directed by Engineer-in-Charge at site.
4
-
-
Supply & fix ceiling rose, 3 phase / PVC/ Polycarbonate, isolated body, two to three terminal suitable for 230 Volts AC 6 Amps complete all as specified and as directed by Engineer-in-Charge at site.
95
-
-
Supply and fixing, LED Bldg security light fittings, 35 watts, minimumm system lumen output 100 lumen / Watt , made up of pressure dia cast housing with prismatic polycarbornate diffuser and individual LED with secondary optic and IP 65, including necessary connection complete suitable for pole dia 25mm complete with all accessories including connecting with twin core twisted flexible copper conductor cable of suitable size complete all as specified and as directed by Engineer-in-Charge at site.
9
-
-
Supply and fix 1 x 18 W LED light fitting, wall mounted, box type, batten 4'ft, extruded aluminium housing, enivromental friendly, heat sink provided for efficent heat dissipation and integrated electronic driver for 18 watt, including LED tube light, 6000K including necessary connecting up with three core flexible opper conductor cable of suitable size from ceiling rose complete all as specified and as directed by Engineer-in-Charge at site.
58
-
-
Supply and fix 100 Watt, BAY LUMINARY light fittings, 5700/6000 K with PDC Housing, suitable for ceiling (Surface / suspended) mounting with system having minimum efficacy 100 lm / W, including necessary connecting up with three core flexible Copper conductor cable of suitable size from ceiling rose complete all as specified and as directed by Engineer-in-Charge at site.
15
-
-
Supply and fixing LED light fitting mirror type with high out put diffuser, 2 feet, 10 watt, 220 V AC, decorative type with driver holder and LED lamp including connecting up with three core flexible copper conductor cable of suitable size complete all as specified and as directed by Engineer-in-Charge at site.
6
-
-
S & F highbay luminaire light 70W , 5700/6000 K with PDC housing suitable for ceiling (Surface / Suspended) mounting with system with min efficacy 100 lm / W complete all as specified and as directed by Engineer-in-Charge at site.
15
-
-
Supply and fix Vertical distribution board, double door, MCB TPN, 4 way with IP 43 multiphase outgoing suitable for mounting 63 Amps MCB as incomer with Bus bars, Neutral links complete with all accessories complete all as specified and as directed by Engineer-in-Charge at site.
2
-
-
Supply and fix epoxy powder coated sheet metal enclosure for DBs, double door, Single pole and neutral 240 V, 8 ways with mounting fitted with bus bar, DIN channel , neutral link and incoming contact complete all as specified and as directed by Engineer-in-Charge at site.
4
-
-
Supply and fix epoxy powder coated sheet metal enclosure for DBs , double door , Single pole and neutral 240 V , 4 ways with mounting fitted with bus bar , DIN channel , neutral link and incoming contact, complete all as specified and as directed by Engineer-in-Charge at site.
15
-
-
Supply and fix MCB SP, 6 to 32 Amps, 'C' curve, 10kA, 240 Volts and to be housed in DBS including necessry connection complete all as specified and as directed by Engineer-in-Charge at site.
65
-
-
Supply and fix MCB SPN 40 Amps , 'C' curve, 10kA, 240 Volts and to be housed in DBS complete including necessry connection complete all as specified and as directed by Engineer-in-Charge at site.
19
-
-
Supply and fix MCB TPN 63 Amps, 'C' series, 10kA, 240 Volts and to be housed in DBS complete including necessry connection complete all as specified and as directed by Engineer-in-Charge at site.
2
-
-
Supply and fix exhaust fan , steel body AC single Phase, 230V, of size 300mm sweep, with blades and frame and louvers including making suitable size holes in walls and PCC work complete all as specified and as directed by Engineer-in-Charge at site.
7
-
-
Material and labour for earthing complete with galvanised mild steel earth plate electrode 600mm x 600mm x 6.0mm thick , burried directly in ground to a depth not less than 2.25 metres deep below ground level with top edge of earth plate not less than 1.5 metre below normal ground level, surrounded with adequate quantity of charcoal dust mixed with salt to a packed thickness of 15 cm all around the plate, using Gl wire 4 mm dia as earth strip electrode, bolted or rivetted to earth plate at one end and connected to equipments at another end, GI earth strip encased in and including 15mm dia GI light grade pipe from upper end of earth plate upto equipments, 20 dia bore Gl light grade pipe as water pipe from earth chamber to upper edge of earth plate, Test point, GI funnel with wire mesh fixed on water pipe and PCC 1 : 2 : 4 type B - 1 ( using 20mm graded stone aggregate ) as in pit chamber and with RCC pit cover, 50mm thick, precast RCC 1 : 2 : 4 type B - 1 , duly reinforced with MS round bars 6mm dia @ 100 c / c both ways with 10mm dia MS round bar as in lifting handles, excavation, earth work including laying the GI pipe concealed in floor / wall all as described in electrical plate No 3 of SSR Part I and testing on completion complete all as specified and as directed by Engineer-in-Charge at site. NOTE:- All necessary excavation and earth work in any type of soil, including PCC, RCC earth pit, GI pipe, including all accessories required for above item including testing is included in te rate quoted for the subject work.
17
-
-
Supply and fixing / laying 40mm bore, steel tubings, galvanised, light grade with all fitting, laid across road, in trenches or across PCC drain or along electric pole or floor/wall etc for protection of cable complete all as specified and as directed by Engineer-in-Charge at site.
52
-
-
M&L for old burnt clay bricks, locally available laid dry width wise across the line of cable in trenches for protection of UG cable complete all as specified and as directed by Engineer-in-Charge at site.
19.43
-
-
Supply, laying and testing XLPE Insulated, armoured, heavy duty electric cable, with aluminium conductor, 1100 Volts grade, cross-sectional area 25 sq mm 4 core complete all as specified and as directed by Engineer-in-Charge at site.
1390
-
-
Supply, laying and testing XLPE Insulated, armoured, heavy duty electric cable, with aluminium conductor, 1100 Volts grade, cross-sectional area 16 sq mm 4 core complete all as specified and as directed by Engineer-in-Charge at site.
50
-
-
Supply, laying and testing XLPE Insulated, armoured, heavy duty electric cable, with aluminium conductor, 1100 Volts grade, cross-sectional area 10 sq mm 2 core complete all as specified and as directed by Engineer-in-Charge at site.
1640
-
-
Supply, commissioning and testing, Outdoor type, LT Distribution Panel, Double door type, weather proof, CPRI approved, Seven tank treatment, powder coated, factory made, LT Panel board, totally enclosed, dust and vermin proof, openable from front & back side, canopy headed, fabricated with suitable size MS angle iron frame, for main distribution Panel, fabricated with CRCA sheet 3.15mm thick, including IP - 54 protection, installed on and including concrete base made of cement concrete type C-1, 1:3:6 (20mm graded aggregate) including self locking arragement and testing on completion and mounted with and including the following electrical components / accessories:-
(a) Copper Busbar rating- 160 Amps - 04 Nos (For Three Nos Phase and One Neutral)
(b) Indication lamp for RYB - 01 Set
(c) MCCB - 100 Amp , 4 pole , 16 KA Adjustible Thermal & Fixed Magnetic setting, 415 V, 50 Hz AC (Incoming) - 1 No
(d) MCCB - 40 Amp, 4 pole, 16 KA Adjustible Thermal & Fixed Magnetic setting, 415 V, 50 Hz AC - 1 No ( Outgoing )
(e) MCB SPN / DP 32 A , C Curve , 10 KA , 230 V , 50 Hz - 05 Nos (outgoing)
(f) S & F digital Voltmeter with selector switch - 01 No
(g) S & F Digital Ammeter with selector switch and CT for current metering range upto 100/5 A - 01 No
NOTE:- All PCC work (civil work) including necessary excavation and earth work required for erection of LT Panel Board is deemed to be included in the rate quoted for this item.
4
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements