Provn of open shed for LRW, toilet block and certain sanctioned works under AGE B/R-II at Suratgarh Mil Stn

Amount

Excavating in post holes (or similar holes) each not exc 0.50 cum in soft / loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface complete all as specified and directed by Engineer-in-charge.

Excavation in trenches, not exc 1.5 m wide and n. exc 1.5 m depth, or n exc 10 Sqm on plan and n exc 1.5 m in depth for foundations of poles, struts, stays etc. or laying underground cable and water supply / sewage pipe line etc. in soft / loose soil & getting out complete all as specified and directed by Engineer-in-Charge.

All as per serial item No. 2 here-in-above but depth exc 1.5 mtr & not exc 3mtr

Returning, filling in, including spreading, leveling watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified and directed by Engineer-in-charge.

Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.

Removal of excavated soil/ material to a distance exc 1.5 KM and not exc 5 KM and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.

Surface excavation not exceeding 30 cm deep and averaging 15cm deep in soft/ loose soil and getting out complete all as specified and directed by Engineer-in-Charge.

M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-Charge.

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 directed by Engineer-in-charge.

M&L for PCC (1:5:10) type E-2 using 40 mm graded brick aggregate in, filling and mass concrete as in foundation complete all as specified and as directed by Engineer-in-charge.

M&L for hardcore of broken stone / boulders gauge not exc. 63mm, deposited, spread and leveled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-charge.

M&L for hard core of stone / boulders of gauge exceeding 63mm but n. exc 100mm, deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.

M&L for hard core of broken bricks aggregate of gauge exceeding 63mm but n. exc 100mm, deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.

M&L anti-termite treatment to the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the substructure in contact with backfill to be measured) complete all as specified & as directed.

M&L anti-termite treatment to the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified & as directed.

M&L anti-termite treatment to the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified & as directed.

M&L anti-termite treatment to the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified & as directed.

M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling & mass concrete complete all as specified and directed by Engineer-in-charge .

M & L for PCC (1:3:6) typeC-2 using 40mm graded stone aggregate as in foundation for stays & mass concrete including necessary form work and fair finishing complete all as specified and directed by Engineer-in-charge

M&L PCC (1:3:6), type C-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified and as directed by Engineer-in-charge.

M&L precast cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) in window or door cills, lintels, brssumers, steps, quoin blocks (for use with masonary), string courses, copings, kneelers, apex stones, kerb stone, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks and simillar articles with plain faces, corbels, brackets, etc (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc and set in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5 metre clear span, cills, steps, siesmic and other similar bands, plinth courses, string courses, lacing courses, coping, parapets and railing upto 60cm height, copings bed block,roof kerbs or mud stops, kerb stone, kneelers, apex stones, bed plates, surface channels and drains, benching, water troughs and the like including weathering, slightly rounded or chamfered angles and throatings etc.including necessary form work complete all as specified and directed by Engineer-in-Charge.

M & L for plain cement concrete (1:3:6) type C-1 using 12.5mm graded stone aggregate as in filling of pressed steel frame, hold fast blocks and other similar items etc complete all as specified and directed by Engineer-in-Charge.

M&L for pre-cast RCC (1:2:4) type B-1 using 20mm graded stone aggregate as in landing, cover slab for manholes, septic tanks, soakage wells, chullah hood, chajjas, water troughs, mangers, shelves and similar articles with plain fair faces including chamferred, weatherings, throating etc including necessary form work complete all as specified and directed by Engineer-in-Charge Note: - Reinforcement shall be measured and paid for separately.

M&L for precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in cover slabs of drains, manholes, septic tanks, soakage wells etc. including placing in position and set in CM (1:6) complete all as specified & as directed by Engineer-in-charge. Note: - Reinforcement shall be measured and paid for separately.

M&L for 35mm thick (measured solid) precast cement concrete (1:2:4) type B0 using 12.5mm graded stone aggregate) louvers and jallies, including all mouldings but excluding frame, set in CM (1:4) complete all as specified and directed by Engineer-in-Charge.

M&L for reinforced cement concrete M-25 design mix, using 20mm graded stone aggregate for slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and other similar works complete all as specified and directed and directed by Engineer-in-Charge.

M&L for reinforced cement concrete M-25 design mix using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc ; basement slabs, under- reamed piles and mass concrete complete all as specified and directed by Engineer-in -charge.

M&L for reinforced cement concrete M-25 design mix (using 20 mm graded crushed stone aggregate) as in beams, cantilever, bressummer, lintel over 1.5m span and similar work complete all as specified and directed by Engineer-in-Charge

M&L for providing reinforced cement concrete M-25 design mix, using 20mm graded stone aggregate as in column, pillars, piers, posts and sturts complete all as specified and directed by Engineer-in-Charge.

M&L for reinforced cement concrete (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) design mix as in columns, pillars, piers, post and struts complete all as specified and directed. by Engineer-in -charge.

M&L for Brick work with sub class ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.

M&L for brick work built in CM (1:4) using sub class 'B' bricks, straight or curved on plan to any radius in half brick thick walls complete all as specified and directed by Engineer-in-charge.

M&L for 40mm thick damp proof course to horizontal or vertical surfaces in PCC (1:2:4) type B0 using water proofing compound including necessary form work complete all as specified & directed by Engineer-in-Charge. Note : - Supply only water proofing compound shall be measured and paid for separately

M&L for continuous brick edging (sub class ‘B’) with width equal to the length of brick laid dry on edge vertically including necessary earth work, embedding bricks at depth as indicated and temping around bricks and removal of surplus soil to a distance not exceeding 50 metre and depositing where directed complete all as specified and directed by Engineer-in-Charge. Note : Each row shall be measured and paid separately.

M&L for use and waste of form work 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 for rough finished surfaces of concrete flat complete all as specified and directed.

M&L for form work to faces of walls, retaining walls, abutments, parapets, and staircase railings and similar work, including attacheded pillasters etc.; for fair finished surface of concrete complete all as specified and directed by Engineer-in-Charge.

M&L for use and waste of form work to soffits of suspended slab such as roof slab, floor slab, landing and similar work exceeding 200mm thick (horizontal or sloping), rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge.

M&L for use and waste of form work to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surfaces of concrete complete all as specified and as directed by Engineer-in-charge.

M&L for use and waste of form work to sides pillars, posts, struts, pier, columns and stanchions for rough finished surfaces of concrete complete all as specified and directed.

M&L for 32mm thick flush shutter solid core construction with block board core & ply wood face panels, commercial type on both faces complete all as specified and directed by Engineer-in-charge.

S&F factory made solid PVC door frame of size 50mm x 47mm made out of 5mm thick plain colour PVC sheet reinforced with MS square tube complete all as specified & shown in relevant drawing of item No. 08095 in MES Schedule (Part-II) and directed by Engineer-in-Charge

S&F 28 to 30mm thick (stiles) factory made solid PVC moulded Door shutter, with 2, 4, or 6 raised panel design with 2mm thick moulded prelaminated PVC sheet on the front face & 2mm thick prelaminated PVC sheet on back face complete all as specified & shown in relevant drawing of item No. 8101 to 8105 in MES Schedule (Part-II) and directed by Engineer-in-Charge.

S&F 200 mm long aluminium anodized barrel tower bolts of extruded section complete all as specified and directed by Engineer-in-charge.

S&F 150 mm long aluminium anodized barrel tower bolts of extruded section complete all as specified and directed by Engineer-in-charge.

S&F 100mm size butt hinges of extruded aluminium alloy with galvanized mild steel hinge pin, anodized type B-21 complete all as specified and directed by Engineer-in-charge.

S&F 250mm long aluminium alloy anodised sliding door bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminium alloy complete all as specified & directed by Engineer-in-Charge.

S&F 150mm long extruded aluminium handles, anodised, fabricated type complete all as specified and directed by Engineer-in-Charge

S&F stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks or stainless steel wire staples complete all as specified and directed by Engineer-in-Charge.

M&L for cast iron work grade FG 150, machined, in pulleys and similar articles articles n exc 5 kg articles exc 5 kg each complete all as specified and directed by Engineer-in-Charge

S&F mild steel work as in hold fast, wind tie for roof covering including securing bolts necessary drilling bolts or reiveting conforrming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-Charge

M&L for mild steel pipes as in Hand rails,half round,nosing to steps including embedding in concrete securing bolts,posts and struts in fencing incld drilling bolting or riveting etc. wind tie for roof including cutting topes to shape as directed, drilling holes, notching for wire etc, flat iron (for securing wire mesh) conforming to Fe-290 Gde E-165, complete all as specified and directed by Engineer-in-Charge.

S&F mild steel TMT bars 6 to 8 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-charge.

S&F mild steel TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-charge.

All as per serial item No 54 here-in-before but 5mm dia and over up to and including 10mm dia as in stirrups, spacers & binder etc.

S&F rolled sections as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails , fixed with angle cleats or other connecting plates, gusset plates, etc conforming to Fe-290 (Gde E- 165), complete all as specified & directed by Engineer-in-charge.

S&F mild steel round bars as in window guard bars incl necessary welding and a shop coat of zinc primer confirming to Fe-290 (Gde-E-165) complete all as specified and directed by Engineer-in-Charge.

S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment etc conforming to Fe-290 (Gde E- 165, complete all as specified & directed by Engineer-in-charge.

S&F mild steel framed work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, cooler stand, framework of water tanks and similar works of quality Fe 290 (Gde E-165) etc complete all as specified and directed by Engineer-in-charge.

S&F mild steel framed work as in doors / gates / steel frames etc. of angle or other section with gusset plates, rails, braces, etc, complete, drilled for fixing of steel sheeting or other covering including necessary welding etc and fixing in position of quality Fe 290 (Gde E-165) complete all as specified and directed by Engineer-in-charge. Note : Cost of welding of butt hinges to the door frame deemed to included in quoted rate and butt hinges shall be measured & paid for “Supply only” separately under relevant item of this BOQ

M&L for 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 all as specified and directed by Engineer-in-charge.

S&F factory made steel ventilator with top hung shutter including hinges, steel peg stay, handle including one shop coat of Zinc Chromate primer and cutting holes in brick wall built in cement mortar for inserting lugs and making good dismantled portion in cement mortor (1:3) or cement concrete (1:2:4) type B-I complete all as specified and directed by Engineer-in-charge.

S&F pressed steel frames for door of size 125x60mm with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc complete all as specified and as directed by Engineer-in-charge.

M & L for Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm 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 directed by Engineer-in-charge. Make :- Tata Bluescope steel Ltd, Cril, JSW Steel Coated Product LTD

S&F Anodised aluminium snap grid frame work of size 605mm x 605mm for false ceiling including necessary notching. The snap grid shall consist of anodized aluminium main & cross Tee of size 36.5mm x 25mm x 1.4mm weighing 0.24 Kg/RM and 23.5mm x 26.4mm x1.40mm weighing 0.191Kg/RM respectively. The main and cross tee shall be jointed at junction crossing with anodized aluminium angle bracket of size 15mm x 15mm x 1.5mm weighing 0.12Kg /RM fixed with suitable MS bolts, nuts and washer. The snap grid (main /cross tee section) shall be supported at ends all along the wall with anodized aluminium angle of size 35mm x 25mm x 2mm weighing 0.36 Kg/RM fixed to wall with suitable arrangement duly suspended with 3mm dia GI wire length as required @ 600mm C/C with adjustable device including plugging in brick / concrete work with steel raw plugs including making good all the disturebed portion complete all as specified and directed by Engineer-in-Charge.

M&L for 4mm thick E board classic, fibre base cement boards, embosed texture, fixed to aluminium snap grid (size of grid 605mm x 605mm) in ceiling complete all as specified and directed by Engineer-in-charge. Make :- Everest / Armstrong / Gypsum India Ltd / Bison / Aerolite Note :- The aluminium snap grid frame work shall be measured & paid for separately.

M&L for 18-20mm thick Granite (of any type) slab of approved shade as in cooking platforms, steps, jambs, pillars, window cills and the like etc, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match with shade of Granite stone including cutting, grinding and polishing (mirror polish i.e. full granite polish as per local trade practice) over & including 15mm thick screed bed (bedding layer) in CM (1:6) complete all as specified and directed by Engineer-in-charge.

M&L for 16 to 18mm thick Granite (of any type) slab of approved shade machine cut as on vertical surfaces such as dado, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of Granite tile including grinding & polishing (mirror polish i.e. full granite polish as per local trade practice) over and including 10mm thick rendering in cement & sand mortar (1:3) complete all as specified and directed by Engineer-in-charge.

M&L for 50 mm thick PCC (1:3:6) type C1 using 20 mm graded crushed stone aggregate as in plinth protection, finished fair and even complete all as specified and directed by Engineer-in-charge. Note :- Plinth protection shall be laid to slope (1 in 30) in bays not exceeding 3 metre in length and joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with sealing compound grade B. Cost of ceiling compund is included in the unit rate of this item

M&L for 75 mm thick PCC (1:3:6) type C-2 using 40 mm graded crushed stone aggregate as in plinth protection, finished fair and even complete all as specified and directed by Engineer-in-charge. Note :- Plinth protection shall be laid to slope (1 in 30) in bays not exceeding 3 metre in length and joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with sealing compound grade B. Cost of ceiling compund is included in the unit rate of this item

M&L for 75 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, finished fair and even complete all as specified and directed by Engineer-in-charge.

M&L for 100 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, finished fair and even complete all as specified and directed by Engineer-in-charge.

M&L for 40mm thick PCC (1:2:4) type B1 using 20mm graded crushed stone aggregate as in flooring finished even and smooth with using extra cement complete all as specified and as directed by Engineer-in-charge.

M&L for 25mm thick PCC (1:2:4) type B1 using 20mm graded stone aggregate as in flooring, finished even and smooth without using extra cement cement complete all as specified and as directed by Engineer-in-charge.

M&L for 100mm thick PCC 1:2:4 type B2 using 40mm graded crushed stone aggregate as in floor, top surface finished fair & even including spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and as directed. Note :- PCC shall be laid in alternate bays in panels of size not exc 2m x 1m and joints shall be filled with bitumen mastic (1:3). Quoted rate shall deemed inclusive for same.

S&F factory casted 100mm thick precast concrete interlocking paving blocks M-50 having compressive strength not less than 400 Kg / Sqcm using grey cement and with pigment and of shape hexagon/ triangular / zigzag / I-shaped / Three-X etc as directed conforming to IS 15658-2006, laid dry over and including 25mm thick layer of local tibba sand cushining over complete all as specified and directed by Engineer-in-Charge.

S&F factory casted 60mm thick machine pressed cement concrete interlocking paving blocks M-35 having compressive strength not less than 350 Kg / Sqcm using grey cement and no pigment and of shape hexagon/ triangular / zigzag / I-shaped / Three-X etc as directed conforming to IS 15658-2006, laid over & including 25mm thick sand cushion (local tibba sand), laid dry, joint filled with dry sand complete all as specified and directed by Engineer-in-Charge.

M & L for glossy finished chequered cement concrete tiles of size 20cm x 20cm x 25mm thick laid in floors, set and jointed in neat cement slurry and pointed with grey cement and pigment to match the shade of tiles over and including 15 mm thick screed bed or bedding layer of cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

M&L for 15mm thick rendering in two layer on stone masonry surfaces or surfaces other than fair face of brick work of walls consisting of 1st layer of 10mm thick plaster in CM 1:6 and 2nd layer (setting coat or top layer) of 5 mm thick plaster in CM 1:4 mixed with water proofing compound (ISI marked) @ 3% by weight of cement or as per manufacturer’s instructions, finished fair & even, complete, all as specified and directed. Note : - Supply only water proofing compound shall be measured and paid for separately.

M&L for 15mm thick rendering in cement mortar (1:4) on fair faced or on other than fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L for 15mm thick rendering in cement mortar (1:6) on fair faced or on other than fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L for 10mm thick rendering in cement mortar (1:3) on brick or concrete surface of ceiling, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L for preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified and directed by Engineer-in-charge.

M&L for preparation of newly plastered surfaces of ceiling and applying three coats of white wash complete all as specified and directed by Engineer-in-charge.

M&L for preparation of newly plastered surface of walls & applying two coats of cement base paint of approved shade/tint complete all as specified and directed by Engineer-in-charge.

M&L for preparation of new plastered surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new wooden or wood based surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge.

M&L for preparation of new untreated steel and iron surfaces of any description, not exc. 10 cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge

S&F 4mm thick figured glass pin head type and glazing with oil putty in square not exc 0.5 sqm in each pane complete all as specified and directed by Engineer-in-charge.

S&F 15mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-charge.

S&F 20 mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-charge.

S&F 25mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors / trenches / sunken complete all as specified and directed by Engineer-in-charge.

S&F 50mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors / trenches complete all as specified and directed by Engineer-in-charge.

S&F 15mm bore galvanized steel water tubing medium grade with & including all fittings, laid in trenches complete all as specified and directed by Engineer-in-charge. Note :- Excavation and earthwork shall be measured and paid for separately under respective items of BOQ.

S&F 20mm bore galvanized steel water tubing medium grade with & including all fittings, laid in trenches complete all as specified and directed by Engineer-in-charge. Note :- Excavation and earthwork shall be measured and paid for separately under respective items of BOQ.

S&F 25mm bore galvanized steel water tubing medium grade with & including all fittings, laid in trenches complete all as specified and directed by Engineer-in-charge. Note :- Excavation and earthwork shall be measured and paid for separately under respective items of BOQ.

S&F 40mm bore galvanized steel water tubing medium grade with & including all fittings, laid in trenches complete all as specified and directed by Engineer-in-charge. Note :- Excavation and earthwork shall be measured and paid for separately under respective items of BOQ.

M&L for making new connection with 150/100mm CI/DI pipe line by insertion of ferrule and necessary fittings etc complete all as specified and directed by Engineer-in-charge.

S&F gun metal globe or gate valve 15mm bore with iron wheel head, screwed both ends for iron pipes complete all as specified and directed by Engineer-in-charge.

S&F gun metal globe or gate valve 20mm bore with iron wheel head, screwed both ends for iron pipes complete all as specified and directed by Engineer-in-charge.

S&F gun metal globe or gate valve 25mm bore with iron wheel head, screwed both ends for iron pipes complete all as specified and directed by Engineer-in-charge.

S&F gun metal globe or gate valve 40mm bore with iron wheel head, screwed both ends for iron pipes complete all as specified and directed by Engineer-in-charge.

S&F 450mm long PVC connection suitable for 15 mm bore with PTMT nuts on both sides complete all as specified and directed by Engineer-in-charge.

S&F rotational moulded polyethylene water storage tank ISI Marked (cylindrical vertical double layered with closed top) hoisted and fixed in position of capacity 1000 litres including ball brass valve, high pressure with polythene float and flynut screwed for 20 mm dia GI pipe, 25mm bore GI washout pipe 15 cm long fitted with check nut, 20mm bore over flow pipe 1.50 metre long fitted with brass anti-mosquito nest coupling at the end of over flow pipe & 15mm bore GI air vent pipe 1.30 metre long fitted with tee at the end of air vent pipe (All GI pipes shall be medium grade) complete all as specified and directed by Engineer-in-Charge.

S&F 15 mm bore bib tap, cast copper alloy chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule complete all as specified and directed by Engineer-in-charge.

S&F 15mm dia stop cock cast copper alloy, fancy type with, chromium plated long shank and cup (concealed type) with crutch or butterfly handle screwed down high pressure, screwed both ends for iron pipe complete all as specified & directed by Engineer-in-charge.

S&F vitreous china wash basin white flat back of size 630 x 450mm including a pair of angle iron brackets, PVC connection, 15mm dia fancy type, cast copper alloy chromium plated pillar tap with capastan head screwed down high pressure with long screwed shank and fly nuts, 32mm dia full threaded PTMT waste coupling including cutting for and pinning in ends of brackets and 32mm dia high density polythelene (HDPE) pipes for pressure rating 6 Kg/Sqcm with all fittings such as sockets, bends, tapers, etc complete all as specified and directed by Engineer-in-Charge.

S&F vitreous china squatting pan Orissa pattern, white of size 580x440mm with integral foot rests (excluding flushing cistern and flush pipe) including cast iron 'P' or 'S' trap, PCC filling and connection to trap and flushing pipe, antisyphonage pipe etc complete all as specified and directed by Engineer-in-charge.

S&F vitreous china wash down water closet pan (Pedestal pattern), white including connection to drain (or outgoing pipe) and to flushing pipe, anti-sypohonage pipe etc. & with plastic WC seat cover white closed pattern with flat bottom and cover and mild steel chromium plated or aluminized hinging device and jet spray complete all as specified & as directed by Engineer-in-charge.

S&F 10 litre capacity PVC valveless symphonic action type low level flushing cistern (ISI marked) including 32 mm dia PVC flush pipe connected to water closet with inlet, ball valve, float and handle complete all as specified and directed by Engineer-in-charge.

S&F vitreous china half stall type, flat back urinal of size 390 x 375 x 590mm, white including providing & fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with & including 60 mm long brass screws, pointing around urinal back in cement, with & including PTMT grating and union for discharge pipe, chromium plated urinal spreader including waste pipe of polythelene of low or high density or PVC 32mm dia complete all as specified and directed by Engineer-in-charge.

S&F 75mm dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement including jointing to waste pipe fixed in cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate complete all as specified and directed by Engineer-in-Charge.

M&L for PCC (1:4:8) type D-2 using 40 mm graded stone aggregate in bedding to SGSW drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 150 mm bore pipe complete all as specified and directed by Engineer-in-charge.

M&L for 150mm bore salt glazed stone ware drain pipes of grade ‘A’, ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete all as specified and directed by Engineer-in-charge.

Material & labour construction of Soak Well for 11 to 25 users as shown on drawing No.GE(A) /comp / 17 / 2016 complete all as specified and as directed by Engineer-in-charge. Notes : Irrespective to whether shown on drawing or not, excavation & earthwork shall be in any type of soil, brick work shall be in CM 1:4, over burnt brick bats shall be used for filling, PCC 1:4:8 type D2 using 40mm graded stone aggregate shall be provided in foundation, 20mm dia MS rungs made to shape painted with two coats of bituminous paint shall be provided, PCC 1:3:6 type C2 using 40mm graded stone aggregate shall be provided in plinth protection, 1.50m long 150mm bore cast iron sand cast inlet pipe shall be provided and slab shall be Precast RCC (1:2:4). Other details shall be as shown on drawings & as specified in particular specifications.

M&L for construction of Septic Tank for 10 users as shown on drawing No. BTD-016 sheet No. 1/3 to 3/3 complete all as specified and as directed by Engineer-in-charge. Notes : Irrespective to whether shown on drawing or not, excavation & earthwork shall be in any type of soil, RCC in foundation shall be M-20 (Nominal Mix) over lean concrete (1:3:6) using 40mm graded stone aggregate over brick hard core, all PCC shall be M-20 (Nominal Mix) using 20mm graded stone aggregate, all RCC work shall be M-20 (Nominal Mix), brick work shall be in CM 1:4, 20mm dia MS rungs made to shape painted with two coats of bituminous paint shall be provided. Other details shall be as shown on drawings & as specified in particular specifications.

M&L for point wiring complete with 1.5 sqmm (nominal cross sectional area) FRLSH PVC insulated multistandard unsheathed copper conductor cable with colour coding drawn in and including new PVC rigid conduit medium grade 20mm dia and suitable fittings, fixed on surface of wall or concealed or above ceiling with accessories such as pipe hooks, elbows, junction box, terminated in existing sunken box and covered with new 3mm thick bakelite plastic laminated sheet top cover fixed flush with wall using brass screws & cup washers including cutting chases in wall for conduits and making good the disturbed surfaces of wall and including 1.5 sqmm PVC insulated unshethed multistandard copper conductor wire as earth continuity to common earth and connecting to earth dolly for one light point, fan point, bell point controlled by one switch complete all as specified and directed by Engineer-in- charge.

All as per Srl item No. 119 above, but wiring with cable of cross sectional area 2.5 Sqmm (nominal area) multi-stranded copper conductor FRLSH, PVC unsheathed cable 1100 Volts shade for one switch socket combination 6 pin, 5/15 Amps on independent board including 2.5 Sqmm PVC insulated multistandard unsheathed copper conductor wire as earth continuity to common earth dolly.

S&F switch piano flush button 5 Amps single pole, one way complete all as specified and directed by Engineer-in-charge. Make :- Legrand, Havells, Cona, SSK

S&F switch socket combination 6 pin, 5/15 Amps, 230 volts, flush type complete all as specified and directed by Engineer-in-charge. Make :- Legrand, Havells, Cona, SSK

S&F Lamp holder, insulated body with back plate etc complete all as specified and as directed by Engineer-in-Charge. Make :- Legrand, Havells, Cona, SSK

S&F ceiling rose surface bakelite 65mmx50mm with two or three terminal complete all as specified and directed by Engineer-in-charge. Make :- Legrand, Havells, Cona, SSK

S&F flush mounting factory made SPN DB 8 way, 240 Volt, Double door, IP-43 protection, IK-09 with metal door with 100 Amps copper bus bar, with neutral bar, earth bar and cables ties for cable management fully insulated bus bar complete all as specified and directed by Engineer-in-charge. Make :- Legrand Cat Part No 507611 or equivalent in L & T / Havells / Schneider

S&F MCB 6 to 32 Amps, Single Pole 240 Volts, 10 KA, ‘C’ Curve, complete all as specified and directed by Engineer-in-charge. Make :- Legrand Cat Part No 408587 to 408595 or equivalent in L & T / Havells / Schneider

S&F MCB 32 Amps, Single Pole & Neutral 240 Volts, 10 KA, ‘C’ Curve, complete all as specified and directed by Engineer-in-charge. Make :- Legrand Cat Part No 408617 or equivalent in/ L&T / Crompton / Havells

S&F LED Lamp 12 watts suitable for normal holder complete all as specified and as directed by Engineer-in-charge. Make :- Syska, Philips, Crompton Greaves

S&F Energy saving 9/10 watt environmental friendly, ultra modern, energy saving, surface mounted, decorative oval bulk head edge-lit LED luminaire comprising of high brightness LEDs, IP 65 protection fixed on wall complete all as specified and as directed by Engineer-in-charge. Make :- Havells Cat part No HEXAFT10WLED 857SSYMBOPC / Syska Cat part No SSK-BH-9W / Crompton cat part No LBHE-10-CDL / Wipro / Philips

S&F Energy efficient decorative round LED surface down light fitting of 18 watt, 6500K lumen output, prewired with complete with all accessories, IP 54 protection connecting up 3 core sheathed copper flexible cable 1.5 sqmm up to light fitting & connecting and testing complete all as specified and as directed by Engineer-in-charge. complete all as specified and as directed by Engineer-in-charge. Make :- Havells Cat part No EDGEPRORDDLR 18WLED840S / Syska Cat part No SSK-SDC-F-18W / Crompton cat part No LSCRM-18W-CDL / Wipro / Philips

S&F heavy duty exhaust fan 380 mm sweep, 900 RPM, single phase, 230 volts, 50 Hz with IP 55 protection as per IS-2312 1967 with louvers including suitable size MS angle frame for mounting the 380 mm sweep fan and connecting up and including 3 core,1.5 sqmm PVC insulated & PVC sheathed copper conductor flexible cable drawn in flexible conduit complete all as specified & directed by Engr-in-charge. Make :- Havells Model No Terbo Jet SP / Khaitan / Usha

S&F wall mounted fan 450 mm sweep, 7500 CPM, single phase, 230 volts, 50 Hz with IP 55 protection and connecting up and including 3 core,1.5 sqmm PVC insulated if required & PVC sheathed copper conductor flexible cable drawn in flexible conduit fixed on wall complete all as specified & directed by Engr-in-charge. Make :- Havells Model Airbol-Hi Speed / Khaitan / Usha

S&F street light bracket made out of 40mm dia GI pipe light grade 1.5m long , bent to shape at 120 degree angle from vertical fixed along pole with and including required number of clamp made out of Flat iron 25mm x 6mm with nuts, bolts ,washers etc. duly painted with two coats of aluminium paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-charge.

Supply, fixing and testing LED Street / Security light fitting of 30 Watt, 5700K - 6500 K (including LED drive and internally prewired) complete with body robust, corrosion resistant, superior finish and without any cracks or through holes, made in a single piece by high pressure die cast aluminum alloy. The luminaries shall be monolithic construction totally enclosed dust and water proof with IP -65 / 66 protection as per IS - 10322-1982(Part -I) with latest amendments and input voltage range 140 - 300 V, AC, frequency 50 - 60 Hz ,P.F should be more than 0.9 with Total Harmonic Distortion THD(I) less than 15% ,cool white colour and lamp starting time should not be more than 10 second including 10 KV surge protection in built or external. Driver should be constant current constant voltage driver. Driver should have high voltage withstanding capacity upto 300 V, AC. Driver should also have double phase protection, no load , open circuit and short circuit protection .LED light fitting should be suitable for ambient temperature from -10 degree Centigrade to 50 degree Centigrade and humidity level 10% to 90 % RH. Covers should be polycarbonate/toughened glass to ensure minimum IP 65 degree protection. Cover should not degrade due to heating and ageing. The efficiency of LED luminaries system shall be more than 100 lumens per watt and must be certified by the LM-79 test report and including connection for street light from pole box with 1.5 Sqmm, 3 core PVC insulated stranded copper conductor FRLSH cable, 1100 Volts grade ISI marked including addition / alteration in bracket (if required) for fixing light fitting complete all as specified and directed by Engineer-in- charge. Make :- Syska Cat part No. SSK-SLG-CF-30W / Crompton Cat Part No LSTS-30-CDL-M / Havells Cat part No ENDURA PEARLSL30WLED757SASYTOPCMP / Wipro Cat Part No LR02-331-XXX-57-XX / Philips

Notes for srl Item No 134 :- (a) Tenderer shall submit test report of LED street light fitting from Government accredited test laboratory for LM - 79 and LM - 80 . (b) Contractor has to furnish a replacement warranty of 05 years for LED light fittings complete including lamps from the date of completion of CA. Contractor shall obtain warranty from the manufacturer of product on their letter head and submit the same to deparment alonwith his letter head. The product will be replaced free of cost in the following case :- (i) Manfacturing defects (ii) Failure due to mechanical and electrical impact. (iii) Drop in lumen (or lux at 1 m) below 90% of clamied values of lumen(or lux at 1 m) of the LED /Luminaries. (c) All LED light/luminare must meet the provision laid down in IS - 16101 , 16102 Part -I/II ,16103 Part -I , 16104 ,16105 ,16106 , 16108/2012 and 15885 Part -II / Section 13. (d) Scope of work shall include supply and fixing street light fittings on street light bracket fixed on poles, If street light fitting requires to fixed on existing street light bracket and any addition alterration required in bracket for fixing street light, In that case cost of additional / alteration is included in the unit rate of this item, which also includes needful T & P and required accessories such as 1.5 sqmm, 3 core PVC insulated stranded copper conductor cable for connection from pole box to light fitting etc complete including making connection, testing etc complete .No extra payment is admissible on this account. (e) Light fittings shall be provided with 10 KV surge protection as mentioned in description of item. If 10 KV surge protection is not provided in light fitting for which cat part is mentioned in BOQ. Contractor has to provide light fitting with 10 KV surge protection without any extra cost to department. (f) Contractor shall write CA No on street light fitting with synthetic enamel paint which should be visible from ground level. Cost of the same is included in the unit rate of this item nothing shall be extra paid on this account.

M&L for Construction of brick masonry valve pit of internal size 90cm x 90cm x 90cm including necessary excavation and earth work in soft/loose soil, brick work, plastering, white wash, PCC coping, MS frame made out of angle iron of size 40mmx40mmx6 mm, MS sheet cover of 3 mm thick fixed to angle iron frame by means of hinges welded to frame and painting with 2 coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces and grouting the frame in PCC 1:2:4 type B-1 including handle and locking arrangement with one number 50 mm dia brass pad lock complete all as specified and directed by Engineer - in - Charge Note :- (i) Brick wall shall be 23 cm thick built in cement mortar (1:4) (ii) Internal plaster shall be 15 mm thick in cement mortar (1:4) and external plaster upto 450mm from top shall be 20mm thick in CM (1:6) and remaining external surface shall be flush pointing in CM (1:6) as the work proceeds. (iii) PCC in foundation shall be 15 cm thick in cement concrete (1:4:8) type D2 using 40 mm graded stone aggregate extended 15 cm all around from the external face of the walls. (iv) PCC coping shall be 15 cm thick in cement concrete ( 1:2:4) type B1 using 20 mm graded stone aggregate including grouting of angle iron frame in PCC. (v) Three coats of white wash to internal surfaces of valve pit. (vi) Depth of valve pit shall be reckoned from the top of PCC in foundation.

M&L for Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6mm thick burried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of earth plate at a depth of not less than 1.5 metre below ground level, earth plate surrounded by 15cm thick and packed layer of charcoal dust and common salt, connected to earth lead of GI wire 4 mm dia (8 SWG) by means of bolts, nuts and washers of the earth wire galvanised iron or steel and thimbles and other end of the earth wire connected to earthing test point and protected by galvanised iron pipe light grade 15mm dia and water pipe 20mm dia GI light grade top of pipe with funnel & wiremesh, and bottom connected to earth plate by slit and two bolts/nuts/washers, PCC chamber in cement concrete (1:2:4) type B-1 and 40mm thick RCC cover, excavation & earth work complete all as shown in electrical plate No. 3 of MES Schedule Part-I of SSR-2009 complete all as specified and directed by Engr-in-charge. Notes :- (i) GI wire upto DBs or upto earth test point is included in this item. (ii) Outer edge of earth pit chamber shall be 1.5 metre away from the outer edge of PCC chamber. (iii) Minimum weight of reinforcement for RCC cover shall be 1 KG.

Supplying, laying, jointing, commissioning and testing XLPE insulated screened PVC bedded, armoured, heavy duty underground electric cable with stranded aluminium conductor 1100 volts grade of cross sectional area 10 sq mm 2 core confirming to IS-7098 (Part-I-1988) laid in trenches, along poles through pipes etc complete all as specified and directed by Engineer-in-charge. Notes :- (i) Excavation, earth work, sand cushioning, cable protection and GI pipe shall be measured & paid for separately under respective items of BOQ (ii) Road cutting / floor cutting /cutting holes etc in walls required for laying/fixing of cable etc shall be made good as per existing. Nothing extra shall be admissible on this account. Quoted rates shall deemed to be inclusive of the above provisions.

All as per item No 138 above but cable of cross sectional area 16 sq mm 2 core

M&L for dry sand (Tibba sand) and punning for cushioning to underground cable complete all as specified and directed by Engineer-in-charge Note: - For payment purpose thickness after punning shall be measured.

M & L for brick protection with old size sub class 'B' bricks laid flat, length of bricks across the route of underground cable all as specified and directed by Engineer-in-Charge.

S&F Galvanized iron tubing, 40mm bore light grade, ISI marked, including all fittings and laid in trenches / under road / drains, fixed to poles / walls with required numbers of clamps made out of 25x3mm flat iron, bolts, nuts and washers for protection of LT electric cable complete all as specified and as directed by Engineer-in-charge. Notes :- (i) Excavation & earthwork shall be measured & paid for separately under respective items of BOQ (ii) Cost of flat iron clamp if required is included in the unit rate of this item. Nothing extra shall be paid on this account..

S.K BUILDERS AND ENGINEERS

M/S GODARA CONSTRUCTION CO.

Gupta Suppliers

M/S Shree Ram Enterprises

SAHIL BUILDERS