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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.1 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹33.6 L+₹49,508.80 (1.50%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹36.7 L+₹3.6 L (10.9%)Rejected-Finance | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹37.8 L+₹4.7 L (14.3%)Rejected-Finance | L4 | Rejected-Finance Not Lowest |
Tender Value
₹49.7 L
EMD Value
₹99,400
Closing Date
7 Nov 2019, 6:00 pmClosed
GE KAPURTHALA
GARRISON ENGINEER KAPURTHALA
Provn of certain sanctioned LBW and Special repair works at Mil Station Beas under GE Kapurthala
2019_MES_291035_1
GE KPT-64/2018-19
Open Tender
Civil Works
Item Rate
270 days
KAPURTHALA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE KAPURTHALA
₹99,400
Yes
9 May 2020
19 Oct 2019
8 Nov 2019
19 Oct 2019
7 Nov 2019
25 Oct 2019
Amount
Dismantling asbestos cement (corrugated, semi-corrugated, etc.) sheets in roof coverings including ridges complete all as specified and directed by engr-in-charge.
Demolition of brick work or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by engr-in-charge.
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed.
Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thickness below or above ground level including tiles, terrazzo/stones etc complete all as specified and directed.
Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by engr-in-charge.
Taking down cement plaster or cement lime mortar any description on brick or stone wall, etc including racking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed by engr-in-charge.
Taking down chowkat or frame with shutters exc 1.5 sqm but n.exc 4 sqm each (without taking off shutters from the frame) complete all as specified and directed.
Taking down chowkat or frame with shutters n.exc 1.5 sqm each (without taking off shutters from the frame) complete all as specified and directed.
Dismantlling water tank of capacity exc 500 ltrs and not exc 1000 ltrs and removing to store of any description.
Taking up or down steel tubing and connections, including cleaning for re-fixing or removal to store, bore of pipe 15mm complete all as specified and directed by Engineer-in-Charge.
Taking up or down steel tubing and connections, including cleaning for re-fixing or removal to store, bore of pipe 20mm complete all as specified and directed by Engineer-in-Charge.
Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and directed.
Dismantling wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/blankets, any thicknness, including cover fillets or mild steel frame complete all as specified and directed by engr-in-charge.
Dismantling framed trusses of span n.exc 10m complete all as specified and directed by engr-in-charge.
Dismantling cast iron work of any description complete all as specified and directed by engr-in-charge.
S&F 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 as specified and directed by engr-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 as in roof covering/cladding to wall, fixed with self tapping screws as specified and directed by engr-in-charge.
S&F anodised aluminium snap grid of size 605 x 605mm in frame work for false ceiling complete all as specified and directed by engr-in-charge.
Providing and fixing Gypsum Board 8mm thick of size (600x600)mm in ceiling fixed with screw as per manufacturers instructions complete all as specified and directed by engr-in-charge (frame work for ceiling shall be measured and paid separately).
M&L for 50mm thick PCC 1:2:4 type B-1 with 20mm graded stone aggregate as in plinth protection, finished even and smooth without using extra cement complete all as specified and directed.
M&L for 25mm thick cement concrete type B-1, 1:2:4 (20mm graded stone aggregate) as in sub floor finished even and rough to receive the topping layer (w/o using extra cement) complete all as specified and directed.
M&L for brick work with sub class `B' bricks, straight or curved on plan exc 6m mean radius, built in cm 1:6 using old size bricks complete all as specified and directed by Engineer-in-Charge.
All as per item No 23 above but except bricks
M&L for rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:6 on walls finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
M&L for rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:4 on walls finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
M&L for preparation of new plastered wall surfaces and applying two coats of cement base paint over a coat of primer complete all as specified and directed by Engineer - in – Charge
M&L for preparation of new plastered surfaces and distempering walls with two coats of distemper oil emulsion, white or tinted over 1mm thick wall care putty including primer complete all as specified and directed by Engineer-in-charge.
M&L for preparation of new plastered surfaces and applying three coats of white wash on walls complete all as specified and directed by Engineer-in-charge.
M&L for joint free Non - skid Ceramic coloured tiles 7 to 8 mm thick square/ rectangular) laid over 15mm thick screed bed in cement mortar 1:6, area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed by engr-in-charge.
M&L for Glazed ceramic coloured tiles in vertical surface 300mmx200mm & 7mm thick laid over and including 10mm thick screed bed in cement mortar 1:4, set and jointed in neat cement slurry and pointed in white or colour cement to match complete all as specified and directed by engr-in-charge.
M&L for chequered cement concrete coloured tiles 20cm x 20cm & 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment over and including 20mm thick screed bed in cement mortar 1:6 and pointed in white or colour cement to match complete all as specified and directed by engr-in-charge.
M&L for 75mm thick cement concrete type D-2, 1:4:8 as in sub base flooring, including providing of neat cement slurry coat over old surfaces complete all as specified and directed.
M&L for light shed vitrified ceramic tiles 10mm thick (square/rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. over and including 15mm thick screed bed in CM 1:6, set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed by engr-in-charge.
-ditto- all as per item No 34 above but as in skirtings laid over and including 10mm thick rendering in cement mortar (1:4) complete all as specified and directed by engr-in-charge.
M&L for 50mm thick cement concrete type B-1, 1:2:4 (20mm graded stone aggregate) as in sub floor finished even and rough to receive the topping layer (w/o using extra cement) complete all as specified and directed.
Erection and fixing only steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240.
Erection and fixing only steel tubular work as in purlins including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed.
S&F rolled mild steel Fe-410-W (Gde-E-250) quality-B in joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc (cut to ordinary lengths, ie. Within 20mm of the length indicated) duly welding as required. complete all as specified and directed.
Supply and fix mild steel framed work of angle or any other section confirming to Fe-290 Gde E-250 quality `B' as in door and door frame, threshold, holdfasts, gates etc of angle frame work etc including necessary welding etc complete all as specified and directed by Engineer-in-Charge.
M&L for framed work as in doors or gates and chowkhats 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 or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed.
S&F rolled mild steel Fe 410-W (Gde-E-250) quality-A in roof trusses (framed), trussed, purlins, rafters, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including cutting in size welding & errection, placed & fixed in position, including distance pieces, cleats, etc complete all as specified and directed.
S&F Hand rails, half round or other stock 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.
S&F 2nd class HW 35 mm thick 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.; sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); supplied and fitted to chowkats complete all as specified and directed.
S&F 2nd class HW rail and style 35mm thick plain framed, panelled shutter (two panel) 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 treated complete all as specified and directed.
S&F solid PVC Door Frame of size 50mm x47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing.
S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm 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 M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing.
S&F Mild steel 300mm, ordinary rat tail rod pattern springs including roller and roller plate complete all as specified and directed by engr-in-charge.
S & F stainless steel steel butt hinges cold rolled of size 100mm medium weight.
S&F 100mm size butt hinges, medium weight, cold rolled mild steel complete all as specified and directed by Engr-in-Charge.
S&F Extruded aluminium alloy handles, fabricated type, anodised 100mm size complete all as specified and directed by engr-in-charge.
S&F Mild steel pressed handles of size 150mm, oval type, stove enamelled black complete all as specified and directed by engr-in-charge.
S&F Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed, length of bolt 250mm complete all as specified.
S&F Mild steel sliding door bolts 300mm long, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed complete all as specified and directed by engr-in-charge.
S&F 200mm Aluminium anodised, barrel tower bolts of extruded section and fixed complete all as specified.
S&F Mild steel barrel tower bolts 200mm long, stove enamelled black, with bright bolt and fixed complete all as specified and directed by engr-in-charge.
M&L for preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by engr-in-charge.
M&L for preparation of old steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint complete all as specified and directed by engr-in-charge.
M&L for preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint complete all as specified and directed by engr-in-charge.
M&L for preparation of new wood surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed.
S&F rotational moulded polyethylene water storage tanks 1000 ltr capacity (cylindrical vertical with closed top) hoisted and fixed in position all as specified including 20mm dia ball brass valve complete all as specified and directed by engr-in-charge.
S&F vitreous china squatting pan (Orissa pattern), size 580 x 440mm white, with integral foot rests (excluding flushing cistern and flush pipe) complete including provision of lime concrete bedding as in repairs complete all as specified and directed by engr-in-charge.
S&F vitreous china wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) complete including plastic water closet seat, back, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device with and including recessed bottom, jet spray, etc as in repairs complete all as specified and directed by engr-in-charge.
S&F Low Level Flushing System PVC valveless syphonic action type, 10 ltrs capacity including supply pipe & fixing brackets of M.S. angle of size (25mmx25mmx3mm), 30 cm long in PCC (1:2:4) type B-1, block of size (10cmx10cmx10cm) on walls, as in repairs etc complete all as specified and directed.
S&F Vitreous China Wash Basin, white, flat back, size 550x400mm including brackets, cutting for and pinning in ends of brackets or eracting stand & waste pipe, coupling etc as in repairs complete all as specified and directed.
S&F 15mm dia Chromium plated bib tap cast copper alloy with crutch or butter fly handle screwed down screwed for iron pipe and fixed to 15mm bore pipe fixed as in repairs including taking down old tap of any description complete all as specified and directed.
Supply only 15mm dia Pillar taps, cast copper alloy with capstan heads Chromium Plated, screwed down high pressure, with or without lettered with long screwed shanks and fly-nuts, screwed for iron pipe but fancy type and fixed etc complete all as specified and directed.
S&F sheet glass assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long complete all as specified and directed.
S&F brass chromium plated tubular towel rail 20mm dia `D' type 60cm long between flanges complete all as specified and directed by engr-in-charge.
S&F PVC connection 15mm size with PTMT nuts of length 450mm etc complete all as specified and directed.
S&F 15 mm dia angle stop valve of PTMT any colour pressure screwed for iron pipe and fixed (minimum weight 15mm - 90 gms) as in repairs complete all as specified and directed.
S&F grating doom 125mm dia with waste hole of PTMT (minimum weight 40 gms) etc complete all as specified and directed.
Cutting chases, pinning in, making good to facinngs where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc; and cutting chases for concealed water tubing or concealed conduit wiring, etc, and making good, cutting not exc 10 cm girth complete all as specified and directed.
S&F Steel Tubes Medium Grade Bore of tube in 15mm galavanised with all fitting laid in trenches, walls, ceiling or laid in floors etc complete all as specified and directed.
All as per item No 75 above but of size of 20mm bore
Refixing old steel tubing and connections in new or old position (Walls, ceiling, floors, etc.), 15mm bore of pipe complete all as specified and directed.
Refixing old steel tubing and connections in new or old position (Walls, ceiling, floors, etc.), 20mm bore of pipe complete all as specified and directed.
S&F Brass chromium plated shower rose 125mm size with or without swivel joints, any size, including fixing to steel pipe or union as in repairs complete.
S&F Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed to steel pipe or union, 20mm bore dia of pipe complete as in repairs.
S&F 15mm dia fancy type, chromium plated with long shank and cup (concealed type) stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed as in repairs complete.
S&F steel windows or ventilators, fixed type, with glazing bars including one shop coat of zinc chromate primer complete all as specified and directed by engr-in-charge (Note : Glass/wire mesh and painting shall be measured and paid separately under appropriate item).
S&F steel window 1.25mm thick box type (primer coated) ERW hollow P section of size 60mm x 25mm, 1.25 thick sheet single rebated comprises glazed skelton shutter ERW Sec 50mm x 20mm and 1mm thick with one or two openable leaf consisting two Nos sash bar of T-section 20mm x 3mm complete welded to frame with one vertical mullion of ERW box type T-section of size 60mm x 25mm and 1.25mm thick including cutting holes and making good dismantled portion in PCC (1:2:4) type B-1 Four Nos for each window including following fitting welded to frame shutter : (a) Hold fast, 150mm long of 12mm square bar made to shape-04 Nos per window (b) Handles of z section 100mm long (c) Stopper - 01 No per leaf (d) Cleat 55mm long of hollow square 15mm x 20mm x 63mm welded to hinges - 01 No per leaf (e) MS Pintal hinges of size 75mm x 75mm x 12mm-02 Nos per leaf (f) Fabrication & fixing arrangement as per drg No CEJZ/TD-7/07 sheet 1/3 to 3/3. Note : Glass and painting shall be measured and paid separately under appropriate item etc complete all as specified and directed.
S&F steel window 1.25mm thick box type (primer coated) ERW hollow P section of size 60mm x 25mm, single rebated comprises gauzed skelton shutter ERW Sec 50mm x 20mm and 1mm thick with one or two openable leaf consisting two Nos sash bar of T-section 20mm x 3mm complete welded to frame with one vertical mullion of ERW box type T-section of size 60mm x 25mm and 1.25mm thick including cutting holes and making good dismantled portion in PCC (1:3:6) type C-1 Four Nos for each window including following fitting welded to frame shutter : (a) Mild Steel Hold fast, 150mm long of 12mm square bar made to shape-04 Nos per window (b) Handles of z section 20mm x 100mm long (c) Stopper - 01 No per leaf (d) Cleat 55mm long of hollow square 15mm x 20mm x 63mm welded to hinges - 01 No per leaf (e) MS Pintal hinges of size 75mm x 75mm x 12mm-02 Nos per leaf (f) Grills made out of MS square bar 12mm dia welded to FI frame complete all as specified and shown on drawings. Note : Wire mesh and painting shall be measured and paid separately under appropriate item etc complete all as specified and directed.
Supply only 3mm thick Sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane complete all as specified and directed by engr-in-charge.
Supply only Galvanised mild steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm complete all as specified and directed by engr-in-charge.
S&F PVC (SWR) P trap 110/110mm bore complete.
S&F 110mm bore PVC (SWR) WC connector with lip ring complete all as specified and directed by engr-in-charge.
S&F 110mm bore PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed by engr-in-charge.
S&F 75mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joints, fixed to walls as a vent pipe complete all as specified and directed by engr-in-charge.
S&F 110mm bore PVC (SWR) bends any radius complete all as specified and directed by engr-in-charge.
S&F 110mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed by engr-in-charge.
S&F 75mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed by engr-in-charge.
M&L for PVC (SWR) floor trap, plain with grating 75mm diameter of outlet, setting and jointing with solvent cement complete.
M & L for providing cement concrete cast in situ Type B-1, 1 : 2 :4 ( 20 mm graded stone aggregate) as in lintels upto 1.5m clear span including necessary formwork complete all as specified and directed by engr in charge.(Note : Reinforcement shall be measured and paid separately)
M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to .
All as per item No 96 above but 6mm to 8mm dia.
-ditto- all as per item No 96 above but 5mm dia and over upto and including 10mm dia in stirrups, spaces and binders complete all as specified and directed by engr-in-charge.
S&F harrison rails, mild steel, chromium plated with fixing brackets, stops, rollers etc complete all as specified and directed by engr-in-charge.
M & L PCC 1 : 2 :4 Type B1 ( 20 mm graded stone aggregate) as in bed blocks, coping, benching in roof kerbs, etc.
M&L for providing cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed.
Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.
M&L for hardcore of guage n.exc 63mm, deposited, spread and levelled in layers n.exc 15cm thick, watered and rolled/rammed to a true surface, using broken bricks.
M&L for Hardcore of broken stones of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface
M&L for providing cement concrete type D2 1:4:8 (40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by engr-in-charge.
Excavation in post holes(or similar holes ) each n.exc 0.50 Cum, and getteing out, returning filing in and ramming earth with broken rubble mixed with earth around in layers n.exc 25cm, watering etc and removing surplus soil n.exc 50m and making good surface in loose/soft soil
Excavating in trenches, n.exc 1.5m wide and n.exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5m in depth and getting out in soft soil complete all as specified and 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 directed by Engineer-in-Charge.
Spreading and levelling in layers n.exc 25cm thick, well ramming including watering as required complete all as specified and directed by Engineer-in-Charge.
M&L for Cement concrete type C-1, 1:3:6 (40mm Graded agg) as in foundation, filling and mass concrete.
S&F rolled sections(angle, tee, square pipe, plate etc) as in main and crossed beams , posts, hip and rafters etc, fixed with angle cleats or other connecting plates, rivets ,nut bolts etc, complete all as specified, conforming Fe 410W (Gde E-250) Quality B
S&F MS Pipes as in vertical posts , fixed with angle cleats or other connecting plates, rivets ,nut bolts etc, complete all as specified, conforming Fe 410W (Gde E-250) Quality B
S & F 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 washer and one hexagonal or square nut, exc 5 cm but n. exc 10 cm long, dia of shank 10 to 15 mm.
S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment placed in position including welding & jointing all as specified and directed by Engineer-in-Charge.
M&L for Cement concrete 1:5:10 type E-2 using 40mm graded crushed stone aggregate as in bed of foundation, manholes, etc all as specified and directed by Engineer - in - Charge.
M&L for Cement concrete work in pavement/hard-standing, (150 mm thick )of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less
Forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound, Grade `A', thickness of concrete slab 200mm complete all as specified and directed.
Finishing surfaces of concrete roads, pavements, by brooming complete all as specified and directed.
Use and waste the 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, rough finished surfaces of concrete flat complete all as specified and directed.
Use and waste the formwork to sides of columns rough finished surfaces of concrete square, rectangular complete all as specified and directed.
-ditto- all as per item No 121 above but fair finished surfaces complete all as specified and directed.
Use and waste the formwork to sides and soffits of floor or roof beams, lintels, etc, flat fair finished surface complete all as specified and directed.
M&L for reinforced cement concrete (design mix) in footings & plinth beams with cement concrete type M-25 (20mm graded stone aggregate) complete all as specified and directed.
M&L for reinforced cement concrete (design mix) in columns with cement concrete type M-25 (20mm graded stone aggregate) complete all as specified and directed.
M&L for reinforced cement concrete (design mix) M-25 (20mm graded stone aggregate) as in roof beam/lintel beam complete all as specified and directed.
M&L for 75mm thick cement concrete type B1 1:2:4 (20mm graded stone aggregate) in flooring including dividing the area in panels laid in alternate bays complete all as specified and directed by engr-in-charge.
M&L for sand filling over flooring including consolidation, spreading and levelling in layers nexc 25cm thick complete all as specified and directed.
Supply and fixing steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240.
Supply and fixing steel tubular work as in purlins including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240.
M&L for cement concrete type C1 1:3:6 (20mm graded stone aggregate) as in surface channel and drains complete all as specified and directed by engr-in-charge.
Extra for forming fair finished drain or channel exc 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed.
S&F wire netting of galvanised steel wire 1.40mm dia fixed with tinned tacks of wire staples, size of mesh 12mm including welding complete all as specified and directed.
KAMAL AGGARWAL
COSMO BUILDERS
G M BUILDERS 36
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