Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date9 Nov 2024
Closing Soon25 Nov 2024
Tender Amount₹ 49,90,000 
Notes
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Costs

Description

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BOQ Items

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Dismantling of wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-charge.

2.87

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Dismantling Asbestos cement sheet (Corrugated, Semi corrugated etc) as in roofs etc including ridges complete all as specified and directed by Engineer-in-charge.

100

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Taking down cement plaster or cement lime plaster on stone surface/brick surfaces of walls including raking out joints hacking for key scrubbing down with water etc complete all as specified and directed by Engineer-in-charge.

93.3

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Taking down chowkat or frame with shutters including fitting and fixtures area not exc 1.5 Sqm each (without taking off the wooden shutters from the frame) including cutting holes for hold fasts and making good disturbed surface with cement mortor or PCC after fixing new chowkats complete all as specified and directed by Engineer-in-charge.

10

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Taking down chowkat or frame with shutters including fitting and fixtures area exc 1.5 Sqm but not exc 4 Sqm each (without taking off the wooden shutters from the frame) including cutting holes for hold fasts and making good disturbed surface with cement mortor or PCC after fixing new chowkats complete all as specified and directed by Engineer-in-charge.

3

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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.

494

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Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft / loose soil & getting out complete all as specified and directed by Engineer-in-Charge.

155.64

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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.

40.76

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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.

185.03

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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.

15.6

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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.

1.8

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M&L for hardcore of broken bricks, 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.

44.09

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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 .

21.87

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M & L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in foundation for stays & mass concrete complete all as specified and directed by Engineer-in-charge

63.44

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M&L for cement concrete (1:2:4) type B1 using 20 mm graded crushed stone aggregate as in surface channels and drains and benching including finishing the top of benching even and smooth using extra cement complete all as specified and directed by Engineer-in-charge. Note : Forming fair finished channel for drain using extra cement shall be measured and paid for separately.

0.12

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M&L providing precast cement concrete (1:2:4) type B-0 (using 12.5 mm 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.

0.25

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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.

0.8

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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 and setting in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge Note: - Reinforcement shall be measured and paid for separately.

0.38

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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.

10

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M&L for reinforced cement concrete (1:1.5:3) type A-1 (using 20 mm graded crushed 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.

1.95

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M&L for reinforced cement concrete (1:1.5:3) type A-1 (using 20 mm graded crushed stone aggregate) nominal mix 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.

1.09

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M&L for reinforced cement concrete(1:1.5:3) type A-1 (using 20 mm graded crushed stone aggregate) nominal mix as in beams , cantilever, bressummer, lintel over 1.5m span and similar work complete all as specified and directed by Engineer-in-Charge

1.15

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M&L for reinforced cement concrete (1:1.5:3) type A-1 (using 20 mm graded crushed stone aggregate) nominal mix as in columns, pillars, piers, post and struts complete all as specified and directed. by Engineer-in -charge.

2.88

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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.

30.4

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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 (1:4) complete all as specified and directed by Engineer-in-charge.

11.13

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M&L for Brick work with fly ash 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.

80.5

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

6

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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.

100

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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.

2.8

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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.

13.1

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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.

10.01

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M&L for Square, rectangular or polygonal 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.

15.84

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M & L for Use and waste of form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls , horizontal or sloping and similar work exceeding 10cm wide but not exceeding 20cm wide, surface flat for rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge.

15.8

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S&F factory made solid PVC door frame of size 50mm x 47mm made out of 5mm thick one side prelaminated PVC sheet reinforced with MS square tube and edges painted to match the prelaminated sheet complete all as specified & shown in relevant drawing of item No. 08095 to 8097 in MES Schedule (Part-II) and directed by Engineer-in-Charge

8.8

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S&F 30mm thick factory made solid core PVC door shutter (style) consisting of frame made out of mild steel tubes for top and bottom rails, mild steel frame shall be covered with heat moulded plain colour PVC sheet, 'C' channel having PVC sheet strip of 20mm width stuck inside with solvent cement for styles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail and bottom rail; panelling of plain colour PVC sheet to be fitted in mild steel frame welded/ sealed to the styles and rails with suitable PVC sheet beading and joined together with solvent cement, complete, all as specified & shown in relevant drawing of item No. 08080 in MES Schedule (Part-II) and directed by Engineer-in-Charge.

3.2

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

4

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S&F 100mm size stainless steel butt hinges cold rolled heavy weight (ISI marked) complete all as specified & directed by Engineer-in-Charge.

6

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

2

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S&F aluminium (Die cast) body 6 Door closer hydrau lically regulated,designation No. 1 universal type,suitable for door shutters up to 700 mm in width and of weight not more than 35 kg and fixed (ISI marked) complete all as specified and directed by Engineer-in-Charge.

3

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S&F galvanized mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks or galvanized wire staple complete all as specified and directed by Engineer-in-charge.

1.2

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S&F as in repairs stainless steel drapery rod of 20 mm inner dia (in lengths as directed) with & including decorative finial at both ends and pair of stainless steel brackets fixed at both ends with PVC rawl plug & steel screws on walls/beam, including PVC curtain rings of matching colour @ 10cm C/C all as specified & as directed.

20

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S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.

10731.08

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S&F mild steel round bars 10mm dia, cut to length, bent to shape as in tie bar fixed to chain link fencing including necessary welding where required as per site requirement & other similar works conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-charge.

2591.4

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S&F MS screw bolt 05 to 10mm dia, length of bolt not exceeding 50mm long machine made with hexagonal or square head at one end and screwed the other or serewed both ends, each screwed end fitted with washer and one hexagonal or square nut complete all as specified and directed by Engineer-in-Charge.

156.45

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Supply only mild steel galvanized chain link fencing any mesh and any size complete all as specified and directed by Engineer-in-charge. Note:- (i) The payment shall be made to the contractor for actual weight ascertain by the BOO as odered by G.

8820

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Fixing only mild steel galvanized chain link fencing any mesh, size and type to any type of standards, rails, straining bolts etc. including provision of binding wire complete all as specified and directed by Engineer-in-charge. Note :- Supply only chain link fencing shall be measured and paid for separately under replace items of BOQ.

2940

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S&F galvanized 2 strand, steel barbed wire 2.24mm dia, barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossing with and provision of galvanized mild steel wire, staples or steel pins etc complete all as specified and directed by Engineer-in-charge. Note :- Each line of horizontal / vertical / diagonal wire to be measured for the purpose of payment.

70

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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.

495.1

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All as per serial item No 51 here-in-before but 5mm dia and over up to and including 10mm dia as in stirrups, spacers & binder etc.

105.08

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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.

31.45

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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 12mm sq guard bar, 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.

3

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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

300

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M&L for steel work as in tubular trusses, purlins, post including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS-1161-1979 grade St.-240 including painted with one shop coat of zinc chromate primer paint including preparation of surface at contractor workshop before fabrication complete all as specified and directed by Engineer-in-charge.

2298.25

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S&F Steel windows or ventilators, fixed type, with glazing bars complete all as specified & as directed.

0.9

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S&F anodised aluminium frames powder coated (thickness of powder coating shall not less than 50 micron) for doors, windows, ventilators with one or more rebates including jointing cleats for fixing etc complete all as specified and directed by Engineer-in-Charge.

100

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S&F anodised aluminium doors shutters powder coated (thickness of powder coating shall not less than 50 micron) sliding / openable having aluminium sections weighting 0.55 Kg/RM including necessary jointing cleats, glazing clips, rubber neoprene packing, handles 2 Nos in each door, 100mm size, 4 levers brass mortice lock vertical type (01 No), hinges, anodised aluminium snap beading, screws complete all as specified and directed by Engineer-in-Charge.

6.5

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S&F anodized aluminium window and ventilator shutters, fixed type without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodized aluminium snap beading, screws rubber neoprene packing including anodised aluminium fitting such as peg stay 150mm long (1 No), hinges type B21 100mm size (2 Nos), suitable handle (1No) complete all as specified and directed by Engineer-in-Charge.

12

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M & L for Pre-painted galvalume aluminum zinc coating GI based Plain 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.

7

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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.

279

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M&L for cleaning of all loose dirt and dust from roof and priming the surface with one coat of cold applied bituminious primer @ 0.40 Kg/Sqm conforming to IS:3384 and applying a layer of APP based polymeric membrane not less than 3 mm thick, weighing not less than 3.5 Kg/Sqm, reinforced with polyester non woven fabric (weighing not less than 150 gms/Sqm) and upper side of membrane thermally insulated with white gravel finish uniformaly embedded during manufacturing process. It shall be laid by torch application having side over lap 75 mm and at the end 100 mm, all overlaps and joints shall be sealed by torch application. For parapet, membrane shall be taken to a height of minimum 60 cm and inserted inside the parapet in a groove to a depth of 65mm. The same shall be furnished by a membrane flashing. Note : The net area of water proofing treatment shall be measured without any extra allowance for laps & portion inserted in groove which shall be deemed included in the quoted rates.

27.6

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M&L for Polythene film, 150 micron thick, laid on a coat of bitumen primer, @ 0.30 to 0.50 kg per sq. m complete all as specified and as directed by Engineer-in-charge.

10

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M&L for 16 to 18mm thick Granite (of any type) slab of approved shade as in flooring, platform 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 over & including 15mm thick screed bed (bedding layer) in CM (1:6) complete all as specified and directed by Engineer-in-charge.

10

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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. 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

44.48

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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.

275.5

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M & L for 25mm thick PCC (1:2:4) type B-0 using 12.5mm graded stone aggregate as in flooring, finished even & smooth without using extra complete all as specified and directed by Engineer-in-charge.

46.2

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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.

27.6

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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.

179

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M&L for non skid ceramic joint free coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm as in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 15mm thick screed bed in cement & sand mortar (1:6) complete all as specified and directed by Engineer-in-charge.

46.2

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M&L for non skid ceramic joint free coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm as in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 15mm thick screed bed in cement & sand mortar (1:6) complete all as specified and directed by Engineer-in-charge.

46.2

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M&L for glazed ceramic tiles (coloured)350mm x 250mm/450mm x 300mm x 7-8mm thick 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 tiles over & including 10mm thick rendering in cement & sand mortar (1:4) including necesary cutting as per site requirment complete all as specified and directed by Engineer-in-charge.

164.92

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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.

60.8

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M & L for glossy finished designer type chequered cement concrete tiles (Vibrate tepe) of size 30cm x 30cm 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 20 mm thick screed bed or bedding layer of cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.

110

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M&L for 15mm thick rendering in cement mortar (1:4) on 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.

560.22

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

70

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M&L for 5mm 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.

9.3

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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.

20

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M&L for preparation of newly plastered surface of walls & applying two coats of cement base paint of approved shade/tint over a coat of alkali resistant primer and filling cement based putty in cracks complete all as specified and directed by Engineer-in-charge.

542.22

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M&L for preparation of new plastered and unplastered surfaces of wall and applying two coats of distemper oil emulsion over a coat of appropirate primer over and including 1mm thick layer of wall putty (Make J K or Birla) complete all as specified & directed by Engineer-in-Charge.

70

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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.

9.3

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M&L for complete removal of existing treatment from old plastered surfaces like lime, distemper, plastic paint, cement base paint including scrapping down smoke soot, moulds, moss, efflorscent salts, trading oil, greasy spots using mechanical grinding machine and washing of old surface with water of wall, preparation of surfaces and applying two coats of oil bound distemper (OBD) over a coat of alkali resistant primer complete all as specified & directed by Engineer-in-Charge.

135

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M&L for complete removal of existing treatment from old plastered surfaces like lime, distemper, plastic paint, cement base paint including scrapping down smoke soot, moulds, moss, efflorscent salts, trading oil, greasy spots using mechanical grinding machine and washing of old surface with water including filling of cracks and applying two coats of cement base paint shade/tint complete all as specified and directed by Engineer-in-charge.

80

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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.

422.02

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M&L for preparation of wood, steel, iron, concrete, brick, stone etc surfaces of any description over 10 cm width or girth not otherwise described and applying one coats of black bituminous paint complete all as specified and as directed by Engineer-in-Charge

60.8

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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.

0.9

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S&F 5.5mm thick sheet glass ordianary quality glazing with oil putty in squares, area exceeding 0.50 Sqm in each pane area complete all as specified and directed by Engineer-in-Charge .

12

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Taking up or down 15mm dia, steel tubing & connections including cleaning for refixing or removal to store complete all as specified and directed by Engineer-in-Charge.

40

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Supplying and laying of 15mm dia CPVC pipes SDR 11 & Plain / brass CPVC SDR 11 fittings 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. Note :- The rate included for cutting chases in wall and making good surface.

60

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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.

10

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Supplying and laying of 20mm dia CPVC pipes SDR 11 & Plain / brass CPVC SDR 11 fittings 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. Note :- The rate included for cutting chases in wall and making good surface.

10

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S&F 25 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.

10

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M&L cutting existing GI/CI/DI water main pipe line in position of 50mm bore and making connection of new pipe line of 40mm bore with & including insertion of new GI Tee of size 80mm x 80mm x 50mm including excavation & earth work in any type of soil complete all as directed.

2

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S&F as in repair 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.

1

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S&F as in repair 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.

1

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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.

2

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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.

2

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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.

5

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S&F 600mm long PVC connection suitable for 15 mm bore with PTMT nuts on both sides complete all as specified and directed by Engineer-in-charge.

4

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S&F PTMT Towel rail 600mm long fixed with and including Chromium plated brass screws and wooden/plastic cleats (Minimum weight 190gms) complete all as specified and directed by Engineer-in-charge.

2

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S&F rotational moulded polyethylene water storage tank ISI Marked (cylindrical vertical three layered with closed top) hoisted and fixed in position of capacity 500 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.

1

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All as per Srl item No. 102 here-in-before but 1000 ltrs capacity and including dismatling of existing PVC tank

1

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S&F as in repair 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.

8

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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.

3

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S&F fancy type pillar tap, cast copper alloy with capstan heads, chromium plated, screwed down high pressure, with or without lettered ‘Hot’ or ‘Cold’ with long screwed shanks & fly nuts, screwed suitable for iron pipes of 15mm bore complete all as specified and directed by Engineer-in-charge.

2

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S&F 15mm bore stop valve, cast copper alloy, screwed down, high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions complete all as specified and directed by Engineer-in-charge.

1

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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.

1

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S&F as in repair 15mm bore angle valve, cast copper alloy, chromium plated, screwed down, high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions complete all as specified and directed by Engineer-in-charge.

9

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S&F 15mm bore angle valve, cast copper alloy, chromium plated, screwed down, high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions complete all as specified and directed by Engineer-in-charge.

4

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S&F PTMT Soap dish holder including screws and plastic cleats complete all as specified & directed by Engineer-in-Charge.

2

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S&F Counter oval type wash basin white colour of size 520 x 440 x 180mm including 32 mm dia PTMT waste coupling wastage chain with plug and procelain stopper including 32mm dia PVC wate pipe complete all as specified and directed by Engineer-in-Charge. Make :- Jaquar Cat Part No CNS-WHT-705 / Cera cat part No S2030102 or equivalent in makes mentioned in Appendix 'A' here-in-after.

2

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S&F Vitreous china premium/ 1st quality wash down water closet wall hung EWC (wall mounted water closet) white/ ivory/off white (closed pattern incl all necessary accessories like rag bolts/ gel gasket etc. with & including WC seat cover closed pattern with flat bottom and cover, health faucet ABS CP, vitreous china symphonic action type twin flush flushing cistern of 10 litre capacity with lid, necessary fittings complete all as specified & as directed by Engineer-in-charge.

2

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S&F 600mm x 450mm beveled edge looking mirror of selected quality glass not less than 5.5mm thick, mounted on 6mm thick commercial plywood including PVC moulded framing and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and directed by Engineer-in-charge.

2

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S&F as in repair 45cm x 150cm beveled edge looking mirror of selected quality glass not less than 5.5mm thick, mounted on 6mm thick commercial plywood including PVC moulded framing and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and directed by Engineer-in-charge.

1

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S&F 75mm dia PVC (SWR) multi 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.

2

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S&F DWCPE (SN8) pipe 160 mm dia (inner) as per IS-16098 (Part-II) laid in trenches or in floor on moorum bed to required shape including all necessary accessories / fitting / jointing / rings, joiting and testing complete all as specified & directed by Engineer-in-charge.

20

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S&F 110mm bore PVC (SWR) pipes single socketed in any length jointed with adhesive fixed to walls fixed with and including requisite Number of clamps made out of flat iron 25x4mm complete all as specified and as directed by Engineer-in-charge.

10

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S&F 75mm bore PVC (SWR) pipes single socketed in any length jointed with adhesive fixed to walls fixed with and including requisite Number of clamps made out of flat iron 25x4mm complete all as specified and as directed by Engineer-in-charge.

10

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S&F 110 mm bore PVC (SWR) bends any radius jointed with adhesive with oval access door complete all as specified and as directed by Engineer-in-charge.

2

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S&F 75 mm bore PVC (SWR) bends any radius jointed with adhesive with oval access door complete all as specified and as directed by Engineer-in-charge.

2

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S&F 75mm bore PVC (SWR) vent cowl complete all as specified and directed by Engineer-in-Charge

2

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S&F 110mm bore PVC (SWR) junction,single (single T) equal or unequal complete all as specified and directed by Engineer-in-Charge"

2

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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.

1

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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 new 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 unsheathed multistandard copper conductor wire as earth continuity to common earth and connecting to earth dolly for one light point, fan point controlled by one way switch complete all as specified and directed by Engineer-in- charge.

14

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All as per serial item No. 125 here-in-before but for One 3 pin 5/6 Amp socket outlet on the same board with other switches.

2

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All as per serial item No. 125 here-in-before but for One 3 pin 5/6 Amp socket outlet on independent board.

2

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All as per Srl item No. 125 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.

4

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S&F switch piano flush button 5/6 Amps single pole, one way complete all as specified and directed by Engineer-in-charge.

18

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S&F switch piano flush button 15/16 Amps single pole, one way complete all as specified and directed by Engineer-in-charge.

2

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S&F socket outlet 3/5 pin, 5/6 Amps 240 volts, flush type complete all as specified and directed by Engineer-in-charge.

4

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S&F socket outlet 3/5 pin, 5A/15 Amps 240 volts, flush type complete all as specified and directed by Engineer-in-charge.

2

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

4

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S&F ceiling rose surface bakelite 65mmx50mm with two or three terminal complete all as specified and directed by Engineer-in-charge.

10

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S&F sheet metal plug & socket DB, SP, with a two pin and earth plug with socket, 230 Volts with & including one MCB SP ‘C’ Curve 10 kA, 20 Amps complete all as specified and directed by Engineer-in-charge.

2

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S&F Energy efficient decorative ultra slim, prewired, Maxoled batten for T-8 LED retro lamp, polycarbonate body, 1.2m length, ultra bright, glass shell, glare free, wide angle single/ double side connection retrofit LED tube with G-13 lamp holder/patti 20 watt LED light fitting (Day cool light) including 20 watt LED tube with all accessories prewired fixed on wall / hanging complete all as specified and as directed by Engineer-in-charge. Make :- Havells Cat part No LHFXCENNTN1W020 & LHLDDCXCML8Q020 / Crompton cat part No DIJB12LT8-20 & LGT8-16-865-2 or equivalent cat part No of makes mentioned in Appendix 'A' here-in-after.

4

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Supply and fixing LED lamp minimum 3 star rated 9W LED B-22 base complete all as specified and directed by Engr-in-Charge with following specifications (a) Lumen system efficacy of lamp should be minimum 100 Lumen per watt. (b) Input Voltage range : 140 to 270 volts (c) Temp operating range : Minus 10°C to Plus 45°C (d) Power factor : Minimum 0.90 (e) CRI : Morethan 80

4

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Supply, fixing and testing LED Street / Security light fitting of 25 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.

2

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Notes for srl Item No 138 :- (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.

-

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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.

4

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S&F MCB 40-63 Amps, Single Pole & neutral 240 Volts, 10 KA, ‘C’ Curve, complete all as specified and directed by Engineer-in-charge.

1

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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.

2

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S&F Energy efficient decorative ultra slim prewired 9 / 10watt (600mm length) LED light fitting (Mirror light) (Day cool light), surface and wall mounted LED batten, extruded aluminium housing with polycarbonate diffuser & integrated electronic driver and all accessories fixed on wall / hanging complete all as specified and as directed by Engineer-in-charge. Make :- Havells Cat part No LUMILINEBS9WLED865 SPCWH / Syska cat part No SSK-T5T-9W / Crompton cat part No LCTLN-10-CDL or equivalent in makes mentioned in Appendix 'A' here-in-after.

2

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S&F exhaust fan 300 mm sweep,900 RPM trans air, with louver shutter, double ball bearing copper wound , steel body suitable for operation on 230 volts, single phase , AC and connecting up including 2 core,1.0 sqmm PVC insulated & PVC sheathed copper conductor flexible cable drawn in flexible conduit and fixed by using 4 Nos, 100mm long 8mm dia bolt nuts and washers and grouted in wall in CM (1:3) complete all as specified & directed by Engr-in-charge.

2

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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) Cost of GI wire upto 7.5m is included in this item. (ii) PCC 1:2:4, Excavation, earthwork is included in the quoted rate of this item. (iii) Cost of GI tubing upto 7.5m is included in the quoted rate of this item. (iv) Outer edge of earth pit chamber shall be 1.5 metre away from the outer edge of PCC chamber. (v) Minimum weight of reinforcement for RCC cover shall be 1 KG.

1

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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 16 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.

50

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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.

2.11

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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.

0.21

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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.. -------------------------------------------------------------------- Note :- A sum of Rs. 17161/- will be deducted on account of credit for dismantled/ demolished / taken down material. Please refer details on Srl Page No. 33 (Schedule of Credit) of Tender documents.

6

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