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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.9 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹38.6 L+₹63,082.95 (1.66%)Rejected-Finance | L2 | Rejected-Finance Rejected being | |
| 3 | L3₹39.4 L+₹1.4 L (3.68%)Rejected-Finance 33 A DURGA NAGAR AMBALA CANTT 133001 | AMBALA | HARYANA | 133001 | L3 | Rejected-Finance Rejected being | |
| 4 | L4₹40.0 L+₹2.0 L (5.30%)Rejected-Finance A 23 TRIBUNE COLONY AMBALA CANTT 133001 | AMBALA CANTT | AMBALA | HARYANA | 133001 | L4 | Rejected-Finance Rejected being |
Tender Value
₹47 L
EMD Value
₹94,000
Closing Date
7 Aug 2023, 6:00 pmClosed
GE(NORTH) AMBALA CANTT
GE(NORTH) AMBALA CANTT
CA NO GE(N)AMB-36/2023-24 SPECIAL REPAIR TO BLDG. NO. HT-11 AT HQ PH AND HP (I) SUB AREA CAMP AND ROOF TREATMENT TO MD ACCN NO P-131/2, P-132/1, P-132/2 P-133/1, P-133/2, AT GOLF COURSE ROAD IN THE AREA OF AGE B/R-I UNDER GE (N) AMBALA CANTT
2023_MES_606514_2
GE(N)/AMB-36/2023-24
Open Tender
Civil Works
Item Rate
180 days
GE(NORTH) AMBALA CANTT
As per tender document
9 documents required · 9 mandatory
₹500
GE(NORTH) AMBALA CANTT
₹94,000
Yes
27 Sept 2023
17 Jul 2023
9 Aug 2023
17 Jul 2023
7 Aug 2023
25 Jul 2023
17 Jul 2023 - 25 Jul 2023
Amount
Schedule 'A' Part-I (B/R itmes) Dismantling framed wooden scantling 40sqcm and over in section in any position complete all as specified and as directed by the Engineer-in-Charge.
S&F Taking down wooden trusses, coupled rafters or trussed beams having clear span above 8mtr and up to 12 mtrs complete all as specified and as directed by the Engineer–in–Charge.
S & F rolled mild steel work in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. of Fe-410-W (Grade E-250) quality B complete all as specified and as directed by the Engineer-in-Charge
S&F for rolled mild steel sections as in plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment of Fe 410–W (Gde E–250) quality 'A' complete all as specified and directed by Engr–in–Charge.
M & L mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, dia of shank 10mm to 15mm dia and length of bolt exc 10cm but n exc 15cm long complete all as specified and as directed by the Engineer-in-Charge.
M&L 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 as directed by the Engineer-in-Charge.
Dismantling of plain or corrugated AC sheet of any thickness incl Nainital or similar pattern coverings, including wind ties complete all as specified and as directed by the Engineer-in-Charge.
S & F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick,having Zinc coating 150 gm per sqm (Az-150) of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge.
S & F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa, having Zinc coating 150 gm per sqm (Az-150) as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge.
Dismantling wall and ceiling boards (fibre, pulp, insulation etc.) or insulation boards/slabs/blankets, any thickness including cover fillets and false ceiling frame work of any size/ description complete all as specified and as directed by the Engineer-in-Charge.
S & F GI Metal Suspended ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint complete for all heights as per specifications including 4mm thick HPSC pre-prime non asbestros fiber cement building board (E-classic or equivalent) decorateive finish fixed to frame work with holding down clips in false ceiling complete all as specified and as directed
Demolition of brick work built in cement mortar or cement lime mortar including all quoins, arches, pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and as directed by the Engr-in-charge.
M&L brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
M&L for brick work using old servicable bricks obtained from serial item No 12 above including removing motar, cleaning the bricks with water, etc. straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
M&L reinforced cement concrete M-25 (design Mix) using 20mm graded crushed stone aggregate in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by the Engineer-in-Charge.
M&L TMT steel bars 10mm dia and over cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.
M&L TMT steel bars 5mm dia and over up to and including 10mm dia in stirrups, spacers etc, cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.
M & L formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports overhangs etc, also splays between floors and beams, etc., work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.
Taking down cement or cement lime plaster of any description on brick or stone walls etc including racking out joints, hacking for key scrubbing down with water etc complete all as specified and as directed by the Engineer-in-Charge.
Material and labour rendering 10 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:6 and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
M & L rendering 15 mm thick on brick work or concrete wall surfaces in cement mortar 1:4 including mixing water proofing compound @ 2% by weight of cement or as per manufacturer's instruction and finished fair and even without using extra cement complete all as specified and as directed by the Engineer-in-Charge. (WPC shall be measured and paid for separately)
Supply only water proofing compound complete all as specified and as directed by the Engineer-in-Charge.
M&L rendering 05 mm thick on any faces of brick work or concrete ceiling surfaces in cement mortar 1:3 and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
M&L preparation of new plastered/ unplastered surfaces of brick/concrete ceiling and applying three coats of white lime wash complete all as specified and as directed by the Engineer-in-Charge.
M & L preparation of new plastered/unplastered surfaces of wall and applying two coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre per 10 Sqm complete all as specified and as directed by the Engineer-in-Charge.
M&L preparation of newly plastered/ unplastered surfaces of walls and applying two coats of oil bound distemper with painting roller over a coat of alkali resistant primer complete all as specified and as directed by the Engineer-in-Charge.
M&L preparation of old/new plastered/ unplastered surfaces of walls and applying 2mm to 3mm thick wall care putty white cement based in two or more coats to achive smooth surface complete all as specified and as directed by the Engineer-in-Charge.
M & L complete removal of existing treatment on walls (any number of layers) by scrapping with steel scrappers or any other means, wasing down with water to remove loose particles etc and applying two coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre per 10 Sqm complete all as specified and as directed by the Engineer-in-Charge.
M & L complete removal of existing treatment on walls (any number of layers) by scrapping with steel scrappers or any other means, wasing down with water to remove loose particles etc and applying two coats of oil bound distemper with painting roller over a coat of alkali resistant primer complete all as specified and as directed by the Engineer-in-Charge.
Taking down chowkats or frames with shutter area not exceeding 1.50 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish complete all as specified and as directed by the Engr-in-charge.
Taking down chowkats or frames with shutter area exceeding 1.50 Square meter and not exceeding 4.00 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish complete all as specified and as directed by the Engr-in-charge.
S&F powder coated aluminium section (minimum thickness of powder coating 50 micron) work for doors,windows & ventilators frames with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P. brass/ stainless steel screws complete all as specified and as directed by the Engineer-in-Charge. Note : (a). Weight of aluminium sections shall be as per IS or actual weight which ever less shall be measured. (b). The rates quoted shall be inclusive of neoprene beading, jointing clips, screws, glazing clips etc as required and the same shall not be measured for arriving the weight;
S&F powder coated aluminium section (minimum thickness of powder coating 50 micron) for doors,windows & ventilators shutters including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P. brass/ stainless steel screws complete all as specified and as directed by the Engineer-in-Charge. Note : (a). Glazing shall be measured and paid separately; (b). Weight of aluminium sections shall be as per IS or actual weight which ever less shall be measured. (c). The rates quoted shall be inclusive of neoprene beading, glazing clips, jointing clips, screws, etc as required and the same shall not be measured for arriving the weight; (d). The rates shall be inclusive of locking arrangement including complete packing with silicon gel alround contacting surface of aluminium framework and including matching the existing surface area complete all as specified and directed.
S & F anodised aluminium grill (anodized 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 window frame with C.P brass/ stainless steel screws @ 200 mm center to center, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodized aluminium standard section around the opening, complete all as specified and as directed by the Engineer-in-Charge.
M&L rolled mild steel framed work as in chowkhats of door or gates of angle or other section with gusset plates, rails, braces etc. complete, drilled for fixing of steel sheeting or other covering, doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and steel hanging door fitting (exclusive of steel sheeting or other covering, running rails and guides) and hanging also fastening and fixing conforming to Fe-410-(Gde E-250) quality 'A' complete all as specified and as directed by the Engineer-in-Charge.
S & F flush shutters 40 mm thick, solid core construction, with block board core and ply wood face panels, commercial type on both sides complete all as specified and as directed by the Engr-in-charge.
Supply and fixing factory made 35 mm thick 2nd class hard wood glazed and skeleton shutters,open rebated and prepared to receive glass , gauze etc. (without sash bars) ,edges of framing plain chamfered or rounded , fitted with cut and mitred beads for securing glass etc size of members of shutters as specified in SSR Part-I, Section-8, clause 8.24 (a) (wood shall be kiln seasoned and chemically pressure treated) complete all as specified and as directed by the Engineer-in-Charge.
S&F double shutter steel window box type ERW hollow P section comprising of glazed/gauged skeleton shutter fabricated from following sections :- (a) ERW hollow P section frame of size 60 mm x25 mm made from 1.25 mm thick MS sheet (02 Nos i.e. 01 for glazed shutter and 01 for gauzed shutter ). Both P section shall be welded with flat iron 25x03 mm thick all around of frame on both inner and outer faces . (b) Style and rails of window shutters shall be fabricated with ERW hollow P section of size 50 mm x25 mm made from 1.00 mm thick MS sheet and comprising of 02 Nos sash bars for glazed window leaf of T – section 20 x 03 mm thick and one No sash bar of 20 mm x 3 mm thick section for gauzed winodw leaf . (c) Vertical mullion shall be ERW hollow T -section of size 60 x 25 mm made from 1.25 mm thick MS sheet (d) The above steel window shall be deemed to include the following accessories/ fittings : i) Hold fast 150mm long mild steel flat iron 12x3 mm thick made to shape- 04 Nos per window ii) Handle of Z section 20mmx25mm, 100mm long – 01 No per leaf. iii) MS tower bolt stove enamelled 150mm long- 2 Nos per leaf. iv) Z section 20mmx25mm, 100mm long stopper – 01 No per leaf. (v) Cleat 55 mm long of solid square 15x20x.63mm square - 01 No per leaf
item No. 38 (contd....) vi) Pintal hinges 12 x 75 mm - 2 Nos each leaf vii) 10mm square Guard bar @ 10 cm c/c welded to frame . (viii) Two coat of Synthetic enamel paint over one coat of red oxide primer. (ix) 0.36mm nominal dia of stainless steel wire mesh and average width of aperture of 1.40mm fixed in gauzed skelton shutter of window with flat iron 15 x 03 mm with steel screws . (x) 3mm thick sheet glass, ordinary quality and with oil putty in square n. exc 0.5 sqm in each pane fixed in glass shutter of window. (xi) Fabrication and fixing arrangements as per specification including cutting holes and making good dismantled portion in PCC 1:2:4 type B-1 /cement plaster 1:4 as require and make finish good to the existing surface complete all as specified and directed. Notes : (i) For the purpose of measurement and payment double shutter both glazed and gauzed with frames shall be considered as one unit. (ii) Unit rate quoted against this item shall also include the iron mongery, grill and other accessoriries as mentioned above. (iii) The window upto 1.00 metre width shall consists of two leaves both for gauzed shutter and glazed shutter and all the shutters are openable. The window more than 1.00 metre width shall have two openable leaves on both outer side for gauzed shutter and glazed shutter and middle leaf/shutter shall be fixed type.
S&F box type using ERW hollow 'P' section of size 60 x 25mm made from 1.25 mm thick MS sheet ventilators fixed type with glazing bar including MS grills of square bar 10mm dia @ 100 c/c complete with glazing bars dovetailed or welded, including two coat of synthetic enamel ordinary tint paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge.
M & L PCC 1:3:6 type C1 using 20mm graded crushed stone aggregate as in holdfasts complete all as specified and as directed by the Engineer-in-Charge.
Supply and fixing mild steel works in bands, straps, supports, stays, bolts, hooks, hold fasts etc, similar articles conforming to Fe-290.Gde-E-165, complete all as specified and directed.
S & F stainless steel butt hinges 100mm long medium weight complete all as specified and as directed by the Engineer-in-Charge.
S&F 200 mm long aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified and as directed by the Engineer-in-Charge.
S&F 150 mm long aluminium handle fabricated type anodised complete all as specified and as directed by the Engineer-in-Charge.
Supply and fixing 250mm long aluminum alloy, anodized sliding bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminum alloys to door shutter complete all as specified and as directed by the Engineer-in-Charge.
Supply and fix 100 mm size mild steel mortice lock, vertical type, 2 levers with duplicate key complete all as specified and as directed by the Engineer-in-Charge.
M & L sheet glass 4.8mm thick ordinary quality and glazing with aluminium beading/rubber packing or oil putty in square not exc 0.5 sqm in each pane complete all as specified and as directed by the Engineer-in-Charge.
Supply and fixing stainless steel wire cloths 0.36 mm nominal dia of wire and average width of aperature 1.40 mm and fixed with stainless steel wire staple complete all as specified and as directed by the Engineer-in-Charge.
S&F aluminium (Diecast) body hydraulically door closer regulated,designation No.3, universal type,suitable for door shutters of 851 mm to 1000 mm in width and weight between 61 to 80 Kg complete all as specified and as directed by the Engr-in-charge.
S&F mild steel 150 mm ordinary rat tail rod pattern springs including roller and roller plate etc complete all as specified and as directed by the Engineer-in-Charge.
S & F floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor, Overall length of cover plate 140mm complete all as specified and as directed by the Engineer-in-Charge
S & F as in repair rubber strips 3 to 4 mm thick and 65 to 75 mm wide on bottom rail of door for covering gaps between door and floor to avoid entry of insects, dust etc and fixed with screws complete all as specified and as directed by the Engineer–in–Charge.
S & F stainless steel curtain rod 25mm dia having wall thickness 1.00mm with and including stainless steel decorative brackets, two lotto for each rod length at both end etc fixed with stainless steel screws as in repair complete all as specified and as directed by the Engineer-in-Charge.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing servicable tiles to store and rubbish off the premises complete all as specified and as directed by the Engineer-in-Charge.
M&L Non Skid coloured ceramic tiles joint free premium/1st quality 7 to 8 mm thick, (Square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and inculding 15mm thick screed bed in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.
M&L Non Skid coloured ceramic tiles joint free premium/1st quality of same description as of floor tiles in serial item No 56 above but 100mm to 200mm height as in skirting, set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.
Demolition of cement concrete (un-reinforced) in ground floors and pavings n exe 15 cm thickness (below or above ground level) complete all as specified and as directed by the Engineer-in-Charge.
M & L PCC 1:4:8 Type D-2 using 40mm graded crushed stone aggregate as in sub base of floor/ hard standing etc and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
M & L 25 mm thick PCC 1:2:4, type B0 as in sub base of floor (using 12.50mm graded crushed stone aggregate), finished even & fair without using extra cement complete all as specified and as directed by the Engr-in-charge.
M & L providing 75 mm thick cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregates as in plinth protection laid in alternate bays (not exc 2 Sqm each ) and finished even and smooth without using extra cement and providing joints throughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight including form work complete all as specified and as directed by the Engineer-in-Charge.
M & L providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M–35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed
M & L providing cement concrete 1:2:4 Type B1 using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engineer-in-Charge.
M&L for 4mm dia plain mild steel wire, galvanised class 3, in detached work such as for mosquito nets and fixing to straining bolts, hooks and eyes etc.complete all as specified and as directed by the Engineer–in–Charge.
S&F for mild steel rag or lewis bolts, screwed one end, with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised, exc 30cm long and 12mm dia. of neck including making hole in brick /concrete surface and making good after fixing complete all as specified and as directed by the Engineer–in–Charge
Disconnecting existing water tanks of capacity exc. 250 ltr and not exc. 500 ltrs setting aside(or lowering if required) for repair, cleaning, etc. and hoisting if required reconnecting and refixing in position. (cleaning repairing, etc. measured separatly) complete all as specified and as directed by the Engineer-in-Charge.
Supply and fixing water storage tank, 1000 ltr capacity, HDPE triple layer, white colour, conforming to IS, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm dia high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm bore, as in repair complete all as specified and as directed by the Engineer-in-Charge.
S & F 20 mm bore Gun-metal, globe or gate valves with iron wheel head, screwed both ends for iron pipe as in repair complete all as specified and as directed by the Engineer-in-Charge.
Taking up or down 20mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed by the Engineer-in-Charge.
M & L galvanised iron tubing 20 mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by the Engineer-in-Charge.
Refixing old steel tubing 20mm bore and connections in new or old position (walls, ceiling, floors, etc.) with new fittings complete all as specified and as directed by the Engineer-in-Charge.
Taking up or down 15mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed by the Engineer-in-Charge.
M & L galvanised iron tubing 15mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by the Engineer-in-Charge.
Refixing old steel tubing 15mm bore and connections in new or old position (walls, ceiling, floors, etc.) with new fittings complete all as specified and as directed by the Engineer-in-Charge.
S & F 20mm dia ball valves, high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball, screwed for iron pipe and fixed (minimum weight-210 grm) as in repair complete all as specified and as directed by the Engineer-in-Charge.
Dismantling Brick tiles or terracing tiles, single layer on roofs complete all as specified and as directed by the Engineer-in-Charge.
Demolition of mud in roofs, any thickness, including plastering and leeping (whether full thickness removed or only a part thereof) complete all as specified and as directed by the Engineer-in-Charge.
M & L providing cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in roof kerbs, mud stops padding and finished even and smooth without using extra cement including form work where ever required complete all as specified and as directed by the Engineer-in-Charge.
Material & Labour for providing and laying 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg /Sqm water proofing membrane black finish reinforced with non woven polyster matt and consisting of a coat bitumious primer @ 0.40 ltr /Sqm by the same membrane manufactures of density 0.87 to 0.89 kg/ltr at 25 degree centegrate temprature and viscosity 70-160 cps over the primer coat with overlap of 100mm at the side and 150mm at the end, the layer membrane shall be laid using butane gas torch and sealing all joints etc after preparing the surface complete as per standred practice as per manufacture's instructions . The vital physical and chemical parameters of the membrane shall be under ;- (i) Joint strength in longitudinal and transverse direction at 23 degree centegrate at 650/ 450 N /5 cms (ii) Tear strength in longitudinal and transverse direction at 300/250N/5 cms. Softing point of membrane not less then 150 degree centegrate when tested in accordance with ASTM (d-5147) (iii) The laying of membrane shall be got down through the authorised applicator of manufactures of membrane only complete all as specified and as directed by the Engineer-in-Charge.
M & L applying a coat of solar reflective aluminium paint @ 0.11 kg per sqm on APP membrane surfaces complete all as specified and as directed by the Engineer-in-Charge.
M & L cement concrete tiles 30 cm x 30cm x 20 mm thick, machine pressed laid on screed bed and joints grouted flush in CM (1:3) mixed with 5% crude oil by weight of cement including screed bed 15 mm thick in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
Demolition and breaking up drain 110/75 mm bore pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar, laid in treches or in floor complete all as specified and as directed by the Engineer-in-Charge
S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in treches or in floor complete all as specified and as directed by the Engineer-in-Charge
S&F 110mm PVC (SWR) bends of any radius, complete all as specified and as directed by the Engineer-in-Charge.
S & F as in repair stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof for 110mm bore pipe complete all as specified and as directed by the Engineer-in-Charge.
Schedule 'A' Part-II (E/M itmes) Taking down carefully copper/aluminum point wiring (light, fan, socket or power) complete including all fittings and fixtures such as switches, pendant, lamp holder, regulators, socket outlet, etc and removing unserviceable materials from site of work and making good disturbed surfaces of walls, floors with cement mortar and white/colour wash to match with existing surfaces etc complete all as specified and as directed by the Engineer-in-Charge.
Disconnecting electrical connection, taking down ceiling fans of any sweep of any make with down rods, blades canopy etc kept in safe cousdy of contractor 's store till completion of civil works and after completion of civil works cleaning the fan motor assembly body, blade of ceiling, filling the cavity, rubbing with sand paper, taking off old paint with the help of chemicals & painting the ceiling fan with one coat of superior quality synthetic enamel paint including writing the MES number on the ceiling fans with synthetic enamel paint, reassembling the ceiling fan and refixing on the same loction, making electrical connection with 3 core copper condctor flexible cable of size 1.5sqm, testing complete all as specified and as directed by the Engr-in-charge.
Material and labour for point wiring with 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductor drawn through and incuding medium grade, ISI marked, PVC conduit not less than 20 mm dia with accessories, concealed on wall/ceiling surfaces and incuding provision of 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductor green colour as earth continuity conductor and connected to common earth dolly with suitable size of lugs, including mild steel sunken box or pressed steel terminal boxes modular type of size/modules as required at site with earth dolly (boxes shall be galvanised or painted with two coats of anti corrosive paint over a coat of red oxide primer both internally and externally) including provision of new covered plate over sunken box for housing the modular switches , modular socket outlets,modular fan regulators etc. for one light/fan/exhaust fan point controlled by one way switch, complete all as specified and as directed by Engineer-in-Charge. Note :- a) .All chases will be cut by chase cutter only b) Switch, socket outlet and fan regulators to be measured and paid for separately .
Description same all as per item No. 88 but for One 3 pin 5 Amps socket outlet controlled by one switch on same board, complete all as specified and as directed by Engineer-in-Charge.
Description same all as per item No.88 but for One 3 pin, 5 Amps, socket outlet controlled by one switch on independent board, complete all as specified and as directed by Engineer-in-Charge.
Description same all as per srl item No 88 here-in-before but for one socket outlet 15 Amp with 2.50 sq mm PVC insulated, unsheathed cable FRLS-H, 1100 volt grade ISI marked with multi stranded copper conductor along with 2.50 sqmm PVC insulated , unsheathed cable green colour FRLS-H, 1100 volt grade ISI marked with multi stranded copper wire as earth continuity conductor connected to common earth dolly complete all as specified and as directed by the Engineer-in-Charge.
Supply and fix modular switch 1 module, single pole, one way 6 Amps flush type, 230 volts complete all as specified and as directed by Engineer-in-Charge.
Supply and fix modular switch 1 module, single pole, one way 16 Amps flush type, 230 volts complete all as specified and as directed by Engineer-in-Charge.
Supply & fix modular socket outlet 2/3 pin combined, 6 Amp, one way, two module, 230 volts complete all as specified and as directed by Engineer-in-Charge.
Supply & fix modular socket outlet 3/3 pin combined, (6pin), 6/16 Amp, one way, two module, 230 volts complete all as specified and as directed by Engineer-in-Charge.
S&F electronic Fan regulator modular 100 watt, 1 module, 230 volts , 50 Hz, AC supply suitable for ceiling fan any type/make/sweep complete all as specified and as directed by the Engineer-in-Charge.
Supply and fix ceiling rose surface type 2/3 terminal polycarbonate, isolated body complete all as specified and as directed by the Engineer-in-Charge.
Supply and fixing as in repair indoor decorative LED tube light fitting box type 18/20 watt with electronic driver, opal diffuser, high efficient PVC housing body suitable for LED tube, high efficient, AC 220-240 volts, 50 Hz including 18/20 Watt LED tube rod luminaries environment friendly, high efficient, T8 with aluminium extrusion heat sink and connecting with copper conductor flexible cable from ceiling rose to connector of the light complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing LED flat panel 2' x 2' size fully difused surface/ recess mounted fitting (grid/ gypsum type) 36-40 watt , 5700K, warm/cool white with electronic driver, powder coating and CRCA front cover including frame with provision of PVC flexible copper conductor cable to light fitting as in repair complete all as specified and as directed by the Engr-in-charge.
S&F as in repair LED Bldg Security Light Fittings of capacity 40 -45 watt made up of die cast aluminium housing with black epoxy powder coating with cover heat resistance glass safety input voltage range 170 to 270 volts, industrial model with IP-65 protection and other connected accessories including electronic driver, service bracket of mild steel pipe 32 mm bore medium grade of length 0.9 mtr with MS clamps, bolts, nuts, and washers and suitable reducer for connecting fitting to MS pipe as required at site and two coats of synthetic enamel paint over one coat of red oxide primer on mild steel work and making electrical connection, complete all as specified and as directed by the Engineer-in-Charge.
S&F as in repair single pole and neutral enclosure with a two pin and earth plug and socket 20 Amp complete with and including one single pole MCB.20 Amp, 10 KA, 'B' curve complete all as specified and as directed by the Engr-in-charge.
Supply and fix sheet metal MCB DB SPN 12 way with 200 Amps rated bus bar single pole and neutral with double door IP-54 fixed on wall duly grouted in solid block wall or on wooden board in and including copper lugs/thimbles duly crimped for connection as in repair complete all as specified and as directed by the Engr-in-charge.
Supply and fix MCB SP, 6-40 Amps, 240 volt,10 KA , 'B' curve as per site requirement including removing old unserviceable MCB complete all as specified and as directed by the Engineer-in-Charge.
Supply and fix MCB SPN, 40 to 63 Amps, 240 volt,10 KA , 'B' curve as per site requirement including removing old unserviceable MCB complete all as specified and as directed by the Engineer-in-Charge.
M & L as in repair sub main wiring with two run of 6 sqmm PVC insulated , unsheathed cable FRLS-H,1100 volts grade ISI marked with multi stranded copper conductor and one run of 6 sqmm PVC insulated , unsheathed cable FRLS-H, 1100 volt grade ISI marked multi stranded copper conductor as earth continuty conductor connected to common earth dolly including concealed on wall/ceiling surfaces in PVC conduit medium grade ISI marked of adequate size for housing the wires complete all as specified and as directed by the Engineer-in-Charge. Note: (i) Thimble/lugs of rating of MCB should be used with wire for fixing in the MCB. (ii) Three runs of cable and one run of PVC conduit shall be measured and paid as one unit length.
Material & labour for earthing complete with galvanised steel earth plate electrode 600x600x6 mm thick buried directly in ground (earth pit not less than 2.25m deep below the ground level) with top edge of the plate not less than 1.5mtr below the normal ground level connected to galvanised earth wire 4mm dia by means of bolts, nuts, check nuts and washers of galvanised iron.Earth wire protected by GI pipe 15mm bore(medium grade) and connected to earthing test point as directed and as specified and shown in electrical plate No. 3 of SSR Part I (2009) including necessary concrete pit in PCC (1:3:6) type C1, pre-cast RCC (1:2:4) type B1 cover slab 40 cm x 40cm x 5cm reinforced with 8mm dia TMT bars @ 15cm c/c both ways with one handle for lifting made out of 8mm dia bar, funnel, wire mesh, 20mm dia GI pipe medium grade for watering, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil and testing as in repair complete all as directed by Engineer-in-Charge and earth testing on completion .
Supply and laying XLPE insulated, armoured heavy duty electric cable 16 sqmm cross sectional area, 2 core with aluminium conductor, 1100 volts grade as in repair complete all as specified and as directed by Engineer-in-Charge.
Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for laying of cables, GI pipes and getting out in soft/ loose soil complete all as specified and as directed by Engineer-in-Charge.
S&F light grade GI Tubing of size 32mm dia for cable protection and fixed with clamp to pole and wall with nut, bolts, washers or in trenches as in repair complete all as specified and as directed by Engineer-in-Charge
M&L dry sand cushoning to cable i.e 8 cm before laying cable in trenches and 15 cm after laying the cable and compacting complete all as specified and as directed by Engineer-in-Charge. Note: punned thickness shall be measured for payment.
Supply and laying well burnt brick class-B laid flat to cover the cable with width equal to the length of cable and abutting each other for protection of cable complete all as specified and as directed by Engineer-in-Charge.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed by Engineer-in-Charge.
Removing excavated material to a distance not exc. 50m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge.
M & L PCC 1:3:6 Type C-2 using 40mm graded crushed stone aggregate as in filing of road cutting / hard standing etc and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth, for laying of cables, GI pipes and getting out in hard/dense soil i.e cutiing existing hard standing/PCC/WBM complete all as specified and as directed by Engineer-in-Charge.
S & F as in repair galvanised iron tubing 32 mm bore light grade with all fittings and fixed complete into walls for hanging ceiling fans inlcuding cutting holes into brick wall and making good holes with PCC 1:2:4 type B-1 complete all as specified and as directed by the Engineer-in-Charge.
Note:- Amount of credit of Rs. 1,09,401.00 for retrieved materials is mentioned in Schedule of Credit Page No. 40 & 41 of tender documents in pdf form which will be deducted offline while acceptance of tender.
bhagwandasswazirchand
shiv const co
M/s AVINASH CHANDER GUPTA
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