Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Eprocure
Opening Date23 Nov 2024
Closing Date14 Dec 2024
Tender Amount₹ 30,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Dismantling of wrought iron or mild steel work of any description not otherwise provided complete all as specified and directed.

1.53

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Dismantling wall and ceiling boards ( wooden board ,fibre, pulp, insulation, etc.) or insulation boards/slabs/ blankets, any thickness, including cover fillets complete all as specified and directed.

200

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Demolition of brick/stone masonry built in cement mortar and remove the site complete all as specified and directed.

17

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Demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removing demolished material to a distance and depositing to the distance exceeding 50 metres but not exceeding 100 metres where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed by Engineer-in-Charge.

27.16

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Demolition of reinforced cement concrete in any position not otherwise specifically provided, complete all as specified and directed .

2

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M&L roughening surface of old concrete floor by picking, sweeping clean and washing down with water to remove duct etc complete all as specified.

130

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S&F prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.5mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. Note:- work up to 10 m height.

200

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Description all as per item No.10 above but plain sheet fix in valley gutter / ridge complete all as specified and directed.

30

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S&F in repair policarbonate sheet 10mm thick any coloured with aluminium jointing strip including filling of cilicon on joints, fixed with self tapping screws etc complete all as diredcted by Engr-in-Charge. Note:- Contractor self work will be Execute up to 10 m height.

50

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Description all as per item No 12 here in before but 0.80mm plain galvanised mild steel sheets class 7 as in ridge/gutter etc complete.

10

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M&L for MS work as in roof trusses (framed) trussed, purlins ,post, rafters including distant pieces, cleats etc including cutting and welding required confirming to grade Fe 410-W grad quality 'B' complete all as specified and directed.

1250

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M&L for MS work as in wind tie or any other work including cutting, drilling holes etc. complete all as specified and directed.

80

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M&L for MS Plates (plain or chequered) channels, square cut, notched chamfer or square cut or notched (ordinary and counter sunk) forming holes without any attachment with MS Gde Fe 410-quality 'B' complete all as specified and directed.

200

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S&F for solid PVC wall lining consisting of 5mm thick prelaminated colour(natural wood effect) PVC sheet of density 600 Kg/cum inclusive of solvent cement solution and fitting at site on PVC frame as per specified in drawing and directed by Engr-in-Charge.

100

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M&L for 5mm thick PVC sheet fillet of width 35mm for wall paneling inclusive of fixing on wall with screws to make PVC frame as per specification and drawing complete all as specified and directed.

250

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S&F 12mm thick PVC laminated gypsum ceiling board/tiles of size 595 x 595mm, fixed in ceiling with screws to and including frame work of GI channel powder coated complete all as specified and directed by Engineer-in-Charge.

100

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S&F for hangers 6 mm dia GI ( up to 1200 mm length ) adjusting level fixed to roof slabs by means of ceiling cleats made out of GI flat 40 X 3 mm size 60 mm long drawing complete all as specified and as directed.

100

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S&F Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to entre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate chann complete all as specified and directed.

100

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M&L for brick work using old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar (1:6), complete all as specified and directed by Engineer-in-Charge.

12

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Description all as per srl no-22 but except of brick complete all as specified and directed.

5

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M&L for hacking out old broken glass (any thickness size quality or description) from wooden pane glazed with putty or fixed with wooden bends complete all as specified and directed.

60

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M&L for reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate for slabs supported on wall, beams and columns, in floor, roofs, landings, balconies, canopies, deck slabs and in shelves and the like ,complete all as specified and directed Note : Reinforcement shall be measured and paid for separately.

2

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M&L for steel reinforcement 10mm dia and over, TMT bars, cut to length, bent to shape required including, cranking, bending, spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips,complete all as specified and directed .

60

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Description all as per srl no-26 but dia of TMT bars is 6 to 8mm complete all as specified and directed.

20

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Taking down cement or cement lime plaster, any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc, including cutting of trees, shrubs or any type of vegitation upto and including roots complete including removal all debries exceeding 50m but not exceeding 100m all as specified and directed by Engineer-in-Charge.

200

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M&L for rendering of 10mm thick on fair faces of brick work or concrete surfaces, finished even and smooth (without using extra cement) on walls in cement mortar 1:6, complete all as specified and directed by Engr-in-Charge.

450

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M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces, other than fair face (without using extra cement) on walls in cement mortar 1:4 including WPC complete all as specified and directed by Engr-in-Charge. Note: Supply only liquid water proofing admixture shall be measured and paid seperately

400

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M&L for rendering 5mm thick on fair faces on concrete surfaces/ ceiling, finished even and smooth (without using extra cement) on walls in cement mortar 1:3, complete all as specified and directed by Engr-in-Charge.

50

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Supply only liquid water proofing admixture complete all as specified and directed by Engineer-in-Charge.

14.8

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M&L for prepration of new plastered surfaces and applying three coat of lime white wash on ceiling complete all as specified and directed.

50

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M&L for prepration of new plastered surfaces and applying two coat of approved shade of oil emulsion distemper on walls all as specified and directed.

450

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M&L for finishing walls with Acrylic smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as specifiedand directed by Engr-in Charge.

400

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M&L for complete removal of wall and ceiling exisiting treatment and applying 1mm coat of plater of paris(putty) one cote of Acrylic Smooth exterior paint @ .835 ltr/10 sq of required shade over one coat of primer complete all as specifiedand directed by Engr-in Charge.

100

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M&L for prepration of new steel surface of any discription over 10 cm width or girth not otherwise and applying two coats of synthetic enamel paint over a coat of red oxide primer as described complete all as specified and as directed.

102.88

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M&L for preparation of old decorated steel surfaces of any description, not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint Complete all as specified and as directed.

100

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M&L for 75mm thick PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregates as in plinth protection laid in alternate bays finished even and smooth without using extra cement complete all as specified.

30

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M&L 75 mm thick PCC 1:3:6 type C2 using 20 mm graded stone agg in Sub floor, complete all as specified.

42

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M&L 20 mm thick screed bed or bedding layer in CM 1:6 finished fair and even for laying floor finishes/tiles etc complete all as specified and directed by Engineer-in-Charge.

128

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M&L sand filling under floors or in foundations including watering and consolidation complete all as specified.

0.84

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M&L for 80 mm thick interlocking machine pressed precast concrete interlocking paver block any shape, any colour and rubber finished type confirming to IS 15658-2006, M-35 grade laid and jointed in neat cement slurry with grey cement and pigment laid complete all as specified and directed.

42

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M&L marble work (makrana white) 18-20mm thick (table rubbed and polished ) set in CM 1:2 for border with match of laying floor finishes all as specified

6

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M&L machine cut Kota stone with 150mm borders of marble work ( makrana white ) slab flooring 18-20 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing complete. Note : Marble makran white masured and paid saparatly.

40

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M&L machine cut Kota stone slab 18 to 20 mm thick in riser of steps , skirting , dado and pillar over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete.

5

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M&L chequered cement concrete coloured tiles machine pressed conforming to IS 13801:1993 and ISI marked, size not less than 300mm x 300mm (Approx), thickness 25mm, as in floor, paving set and jointed in neat cement to match with gray pigment all as specified and directed.

40

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M&L for providing precast cement concrete for kerbs stone of PCC 1:2:4 Type B-1 20mm graded aggregate (of any section indicated), with plain fair faces, including chamfers, weathering's, throating etc. and set & jointed in CM 1:4 complete all as specified.

2

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M&L for cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in lintels up to 1.5 metre clear span, bed blocks, copings and the like including weathering, slightly rounded or chamfered angles & throating including provision of necessary formwork, complete all as specified.

1

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M&L for 15 mm thick screed bed or bedding layer in CM 1:6 finished fair and even for laying floor finishes/tiles etc complete all as specified and directed by Engineer-in-Charge.

30

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M&L for non-skid coloured ceremic tiles 7 to 8 mm thick (Square/rectangular) area of each tile exceeding 0.06 Square metre but not exceeding 0.11 Square metre, in floors etc. set & jointed in neat cement slurry and pointed in coloured cement to match coloured tiles lcomplete all as specfied and directed.

30

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M&L for colored non skid ceramic tiles 7to 8 mm thick, area of each tile exc 0.11 Square metre but n exc 0.18 Square metre in floors etc set and jointed in neat cement slurry and pointed in colored complete all as specified and directed.

30

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M&L for glazed ceramic tiles coloured (350x250x7mm/ 450x350x7mm) for works on vertical surfaces such as skirting/dados of economy class B-III conforming to IS-13712 etc set and jointed in neat cement slurry and pointed in coloured cement to match including rendering 10 mm thick in cement mortar 1:3, as in backing layer without using extra cement complete all as specified.

35

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M&L for virified ceramic coloured tiles 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in vertical surfaces etc. set and jointed in neat cement slurry and pointed in dark shed cement to matchcomplete all as specified.

30

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M&L vitrified tiles for works on vertical surfaces such as skirting/dados of economy class B-III conforming to IS-13712 etc set and jointed in neat cement slurry and pointed in coloured cement to match including rendering 10 mm thick in cement mortar 1:3, as in backing layer without using extra cement complete all as specified.

5

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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tile to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge.

14

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M&L for granite work 18-20mm thick (Table rubbed and polished) in cooking platforms, walls & gate up to 10 mtr height etc over 10mm thick screed bed in cement mortar 1:4 including pointing in white cement (1:2) using marble dust with admixture of pigment to match with old surfaces or shede complete all as per specified and as directed.

14

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Taking down chowkats or frames with shutters (without taking off shutters from frames) area n-exc 1.50 square metre each, including cutting holes for taking out hold fasts or dismantling brick work (holes cut and any other damage to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost to Govt.), complete all as specified and directed by Engineer-in Charge.

16

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Taking down chowkats or frames (without taking off shutter from shutter ) area exc 1.50 sbut n exc 4 Sqm quare metre each, including cutting holes for taking out hold fasts or dismantling brick work (holes cut and any other damage to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost to Govt.), complete all as specified and directed by Engineer-in Charge.

17

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Taking down wooden /PVC shutter of any dscription exc 1.00 square metre but n.exc 2.00 square metre , each (with all fittings) complete all as specified and directed.

8

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Taking down aluminium shutter of any dscription exc 1.00 square metre but n.exc 2.00 square metre , each (with all fittings) complete all as specified and directed.

5

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M&L for cutting holes in brick walls built in cement mortar for inserting hold fasts and making good dismantled portion with cement concrete 1:2:4 type B1 cutting exc half brick but n-exc one brick complete all as specified and directed.

40

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S&F in repair anodised aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified.

20

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S&F in repair anodised aluminium door shutters, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber neoprene beeding/packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc. with complete necesssary fittings all as specified.

46.55

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S&F in repair powder coated to minimum thickness of powder coating 50 micron of aluminium frame for doors, windows, ventilators with one or more rebates including jointing cleat for fixing etc, complete in all respect as per manufacturer's instruction and including making good disturbed surfaces complete all as specified and directed by Engineer-in-Charge.

110

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S&F in repair powder coated/anodised aluminum American handle cast type 200mm for doors complete all as specified and directed.

15

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S&F in repair powder coated/anodised aluminum handle cast type 100mm collapsible type complete all as specified and directed.

10

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S&F powder coated/anodised 75mm size butt hinges , extruded aluminum alloy ISI marked complete all as specified and directed.

20

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S&F Neoprene/ EPDM rubber gasket for fixing sheet glass complete all as specified.

150

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S&F zinc alloy rollers for UPVC/Aluminium windows complete all as specified and directed.

10

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S&F anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-Charge.

10

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S&F brass mortice lock four levers (Harrisons) vetrical type size 100mm or above as directed by Engr-in -Charge.

5

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S&F for double action floor spring hydraulically regulated made up of minimum 1.25mm thick aluminium alloy sheet foundation box main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty fixed in repair including taking down carefully aluminium door without damaging any member/part and refixing the the same including easing complete all as specified and directed.

2

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S&F for floor door stopper of aluminium alloy body and tongue, anodized, with hard drawn steel fixed in floor with over all length of cover plate 140 mm fixed in repairs complete all as specified and directed.

10

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S&F rubber door seal 32mm wide and 1.5mm thick strip of mild steel with hard brush fixed with machine steel screw with washer in door bottom fixed in repair complete all as specified and directed.

15

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Repair & refixing in same position of aluminium anodised door shutters of any description, size exceeding 1.50 Sqm but not exceeding 4.00 Square Metre by taking down/without taking off shutters from the frame, disconnecting carefully shutter member with deligated tools and as per manufacture's instructions. Removing broken aluminium mongeries, tilted/deformed aluminium beads, teared T rubber gasket and cleats in hollow blocks of rails and retightening in same position with excessess sectional area steel screws incl tightening mild steel rod with nuts in hollow blocks of members of shutters of lock side rail and hinge side rails and reassembling shutter with old retrieved members carefully such as ACP panel/prelaminated board, tinted glass 5.5 mm thick in same situations and securing both side with supply and fixing new rubber T gasket and aluminium beads to making the door air tight including refixing of old aluminum hinge, tower bolt, mortice lock, bolts, handle, door stoppers, hydraulic door closer and refixing shutters in same opening after assuring complete alignment etc. Repairing floor spring where provided including making good alignments. Also adjusting door chowkats and frame and refixing with new rowl plugs & 3 to 4" long standard steel flat headed screws and assuring the strength of chowkats/frames before refixing shutters etc complete all as specified and directed.

15

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S&F factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of 35mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 ms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-in-Charge. Note: stainless steel butt hinges and necessary S S screws shall be paid separately.

3.9

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S&F in repair factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 50x100 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.

10

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S&F for factory made solid PVC door frame of size 50 mm x 47 mm made out of 5 mm plain colour PVC sheet reinforced with MS square tube complete all as specified and directed.

9.1

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S&F for factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of MS tubes for top & bottom rails. MS frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20 mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail. Panelling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, complete all as specified and directed.

9.98

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S&F 2nd class hard wood plain solid straight chowkhats/frame wrought framed rebated on the solid, rounded or chamferred put together with glue pinned at joints complete all as specified and directed.

0.12

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S&F for factory made 30mm thick shutters, solid core construction, with block board core and plywood face panels, commercial type on both sidese as per IS:1003 (Part-I), kiln seasoned and chemically pressure treatedmedium density, wood particle board with commercial face veneers fitted to chowkhat complete all as specified and as directed by Engineer-in-Charge.

5.13

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S&F for factory made 35mm thick 2nd class hard wood Plain, framed, panelled shutters, with lock rail and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces.The size of rail and stile as per IS:1003 (Part-I), kiln seasoned and chemically pressure treatedmedium density, wood particle board with commercial face veneers fitted to chowkhat complete all as specified and as directed by Engineer-in-Charge.

8.55

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S&F for factory made 35mm thick 2nd class hard wood, glazed and skeleton shutters, open rebated and prepared to receive glass/gauge etc divided into squares, with plain , chamfered or rounded, mitred and rebated sash bars, any numbers edges of framing plain chamfered or rounded fitted with cut and mitred beads for securing glass etc size of members of door shutters as specified in SSR Part-I sec 8 clause 8.20 (a), fixed to chowkhat all as specified and as directed by Engineer-in-Charge.

13.68

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S&F in reapir continuous(piano) hinges brass bright finish orelectrogalvanised wide of flaps(when open )30mm complete all as specified and directed.

5

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S&F butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-22 siz 125mm complete all as specified and directed.

60

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S&F for aluminum, anodized, barrel tower bolts, ISI Marked, of extruded section 150 mm long, complete all as specified and directed.

20

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S&F aluminium alloy, anodised, sliding door bolt with hasp, staple ( bolt type) with 250 mm and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast- aluminium alloy and fixedd nuts, four on bolt plate and two on staple plate and fixed complete all as specified and directed.

20

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S&F for extruded aluminum alloy handle, ISI Marked, fabricated type, anodized 125mm size, complete all as specified and directed.

20

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S&F 300mm dia ordinary rat tail rod pattern springs of mild steel including roller and roller plate for skeletton door shutters ( having wire mesh complete all as specified and directed.

8

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S&F bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required; hooks (stay), heavy, for large gates; hook and pintel hinges; large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps,plate washers and similar small articles conforming to Fe 290-0 Gde E -165 complete all as specified and directed.

6

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S&F factory made steel window (box type) with side hung shutters including pintol hinges, with 02 nos tower bolts of 150 mm size on each shutter steel handle and stopper with sash bars devetailed or weldedredy for Glass fixing.including one shop coat of red primer without guard bars/grills complete all as specified and shown on drawing No CEPZ/TD -325/07 dated 04.02.2007 and CEPZ-TD 324/07 dated 01/12/2007 complete all as specified and directed.

2.88

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S&F stainless steel wire cloth .0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples staple to steel windows/fixed with wooden beads of 2nd class HW to wooden doors/windows complete all as specified and directed.

20

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S&F in repair stainless steel wire cloth .0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples staple to steel windows/fixed with wooden beads of 2nd class hard wood to wooden doors/windows complete all as specified and directed.

10

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M&L for painting to new wood and wood based surfaces of any description exc 10cm with or girth with two coats of synthetic enamel paint over a coat of pink primer including preparation of new or previously untreated surface, complete all as specified and as directed.

74.85

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M&L for preparation of old decorated wooden surfaces of any description, not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed.

50

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M&L for prepration of old treated wood and wood based surfaces of any description and applying single coat of synthetic varnish complete all as specified and as directed.

20

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S&F for in repair rain water pipe 110mm dia with single socket joints fixed to wall with stack clamp fixed in repair (work commence hight upto 30 mtr) complete all as specified and directed by Engineer-in-Charge.

10

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S&F for in repair PVC rain water pipe bend & shoes etc for 110mm dia pipe fixed in repair complete all as specified and directed.

4

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S&F for 4.00mm thick plain glass sheet ordinary quality and glazing with oil putty/ wooden beads with nails in square not exceeding 0.5 Square metre in each pane etc complete all as specified and directed.

15

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S&F for 4.00mm thick sheet plain glass ordinary quality and glazing with oil putty/ wooden beads with nails in square exceeding 0.5 sqm in each pane etc complete all as specified and directed.

15

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S&F for 4.00mm thick figured glass ordinary quality and glazing with oil putty/ wooden beads with nails/rubber bedding with connected fitting in square n-exceeding 0.5 sqm in each pane etc complete all as specified and directed.

15

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S&F for 5.50mm thick plain sheet plain glass ordinary quality and glazing with oil putty/ wooden beads with nails/ rubber bedding with connected fitting in square exceeding 0.5 sqm in each pane etc complete all as specified and directed.

15

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S&F for Solar control film 25 micron reflective type sticked to glass panes as per instructions of manufacturers, exceeding 1.5 sqm, complete all as specified and as directed.

15

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S&F for aluminium die cast body door closed hydraulically regulated designation No. 2 universal type (ISI Make) suitable for door shutters of weight between 36 to 60 Kg fixed in repair complete all as specified and directed.

5

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M&L for complete removal of existing roof treatment and picking, swiping clean, washing down with wire brushing and cleaning top surface of roof tarraving or cement concrete, including flashings and junction of parapets and usr to neat slurry complete removing debris and rubbish from site including rendering 10mm thick in cement mortar 1:3 mixed with water proofing compound (as per manufacturars instruction) and laying of APP based polymeric membrane minimum weighing 3.6 Kgs/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt not less than 150 gsm/sqm) laid on primed surface by forced application complete all as specified laid over a coat of bituminous primer @0.4 ltr/sqm and finished with applying bitumen grade 85/25 coat @1.2 Kg/sqm. APP membrane shall be laid by torching with end overlap of 150 mm and side lap 75 mm & 75mm overlap in longitudnal direction in faciea/parapet and applying one coat of aluminium paints as directed. NOTE: Water tanks, earthing strips,plumbing works and others fitting to be fixed in proper manner ofter laying of APP Membrance . The rate for the same is including in the items.

830

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Disconnecting existing tanks capacity of tanks exc 250 litre and n.exc 500 litre setting aside (or lowering if required) for repair, cleaning etc and hoisting if required reconnecting and refixing in position including cleaning & removing all dirt and scale from tank and also from mouth of pipe completly as directed by Engineer-in-Charge.

3

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Disconnecting existing tanks capacity of tanks exc 500 litre and n.exc 1000 litre setting aside (or lowering if required) for repair, cleaning etc and hoisting if required reconnecting and refixing in position including cleaning & removing all dirt and scale from tank and also from mouth of pipe completly as directed by Engineer-in-Charge.

3

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S&F in repair rotational moulded polyethylene water storage tank, inner and out white, two layers, ISI marked (cylinderical vertical with closed top) hoisted with threaded cap and fixed in position all as specified in SSR Part-I of Capacity 500 litres each including all accessories (i.e GI nipples, etc), including provn of 20/15mm dia spout for connecting inlet, outlet, overflow and washout pipes, including taking down of old broken water tank complete all as specified and as directed by Engr-in-Charge.

3

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S&F in repiar rotational moulded polyethylene water storage tank, inner and out white, two layers, ISI marked (cylinderical vertical with closed top) hoisted with threaded cap and fixed in position all as specified in SSR Part-I of Capacity 1000 litres each including all accessories (i.e GI nipples, etc), including provn of 20/15mm dia spout for connecting inlet, outlet, overflow and washout pipes, including taking down of old broken water tank complete all as specified and as directed by Engr-in-Charge.

3

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S&F in repair 20mm bore, ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe and fixed (Minimum weight 210 gram), complete all as specified and as directed by Engineer-in-Charge.

4

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

15

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M&L for 15mm dia bore galvanized steel water tubing, “medium grade,” together with all fittings; (ISI marked) such as elbows, bends tees, nipples, union sockets, sockets etc and short pieces and fixed complete to walls and ceilings or laid in floors complete all as specified.

10

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Refixing only 15mm dia bore galvanized steel water tubing, “medium grade,” together with all fittings; (ISI marked) such as elbows, bends tees, nipples, union sockets, sockets etc and short pieces and fixed complete to walls and ceilings or laid in floors complete all as specified.

5

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Taking up or down steel tubing for 20mm dia pipe and connections including cleaning for refixing or removal to store complete all as specified and directed by Engr-in-Charge

20

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M&L for 20mm dia bore galvanized steel water tubing, “medium grade,” together with all fittings; (ISI marked) such as elbows, bends tees, nipples, union sockets, sockets etc and short pieces and fixed complete to walls and ceilings or laid in floors complete all as specified and dirceted.

15

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Refixing only 20mm dia bore galvanized steel water tubing, “medium grade,” together with all fittings; (ISI marked) such as elbows, bends tees, nipples, union sockets, sockets etc and short pieces and fixed complete to walls and ceilings or laid in floor complete all as specified and dirceted.

5

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S&F in repairs 15mm dia bib tap ISI Marked, cast copper alloy with crutch or butter fly handle screwed down screwed for Iron Pipe or brass ferrule and fixed complete all as specified and dirceted.

10

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S&F in repairs 15mm dia bib tap fancy type ISI Marked, cast copper alloy chromium plated with crutch or butter fly handle screwed down screwed for Iron Pipe or brass ferrule and fixed complete all as specified and dirceted.

5

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S&F 15mm bore pillar tap cast copper alloy chromium plated screwed downhigh pressure, with or without lettered 'hot or cold' with long screwed shanks and fly-nuts screwed for iron pipe, fixed in repairs, complete all as specified and directed by Engineer-in-Charge.

5

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S&F brass chromium plated over head shower rose with swivel joints, any size, including 190mm long arm fixed to pipe or union of 15mm bore, fixed in repairs, complete all as specified and as directed by Engr-in-Charge.

3

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S&F vitreous china water closet, 'Orissa' pattern, including lime concrete bedding, size 580 x 440 mm white with integral foot rests excluding flushing cistern and flush pipe but including connection to trap, anti syphonage pipe etc. complete fixed in repairs, complete all as specified and as directed by Engr-in-Charge.

5

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S&F in repairs PVC syphon with knob for PVC flushing cistern of 10 Litre of capacity complete all as specified and directed.

5

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Viterous china wash basin, white flat back size 550 x 400mm including waste coupling CP 32mm dia and CI brackets of iron 65 x 65 x 6mm embedded in PCC block with PCC 1:2:4 type B-1 and PVC waste pipe 32mm dia & CP grating with holes fixed in repairs complete, all as specified and as directed by Engr-in-Charge.

5

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S& F PVC connections 15 mm size with PTMT nuts of length 600 mm, fixed in repairs, complete all as specified and diected by Engr-in-charge.

20

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S&F in repairs CP grating 100mm dia as suitable to existing trap as per requirement all as specified and directed by Engr-in-Charge.

5

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Supply and fixing PVC low density waste pipe 32mm bore of standard length with cup and washers for urinal/WHB, fixed in repairs, complete all as specified and as directed by Engr-in-Charge.

5

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S&F in repairs angle valve cast copper alloy chromium plated (CP) 15mm dia screwed down high pressure with crutch or butter fly handles screwed both and iron pipe or for unions and fixed complete all as specified and dirceted.

10

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S&F in repairs gate valve 20 mm, cast copper alloy, screwed down high pressure with crutch or butterfly handle etc complete all as specified and dirceted.

11

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S&F in repair 5mm thick looking mirror of selected quality with and including stainless steel spacers with bevelled edging any size complete all as specified and direcetd by Engr-in-Charge.

15

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Removing demolished material to a distance and depositing out site of AF station Where directed at a level not exceeding 1.5 KM above the starting point, complete all as specified and directed by Engineer-in-Charge.

10

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SCHEDULE 'A' PART-II (Schedule of credit) Credit amount of Rs (Refer schedule of credit) for retrieved material mentioned in Sch 'A' Part-II of Tender documents in PDF form will be deducted offline during acceptance of tender of lowest bidder.

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