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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹35.8 L+₹1.8 L (5.27%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹39.6 L+₹5.6 L (16.4%)Rejected-Finance H NO 02 SAGAR ROAD OPPO MKD GIRLS SCHOOL TILAK NAGAR BIKANER 334001 | BIKANER | BIKANER | RAJASTHAN | 334001 | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹44.6 L+₹10.6 L (31.1%)Rejected-Finance PLOT NO 46 WARD NO 08 OPPOSITE RADIO TOWER SAGAR ROAD TILAK NAGAR BIKANER 334003 RAJ | BIKANER | BIKANER | RAJASTHAN | 334003 | L4 | Rejected-Finance Other than lowest bidder |
Tender Value
₹43.2 L
EMD Value
₹86,400
Closing Date
10 Jun 2021, 6:00 pmClosed
GE North Bikaner
GE North Bikaner
PROVN OF 10 X COVERED ACCN FOR B VEHS OF 524 ASC BN AND PROVN OF TOILET BLOCK 10 X WC NEAR BLDG NO P 01 OF P BTY 305 AT FD REGT AT MIL STN BIKANER.
2021_MES_442184_1
GE (N) BKN-Token/17/2021-2022
Open Tender
Civil Works
Item Rate
270 days
BIKANER
Class D category a i
8 documents required · 8 mandatory
₹500
₹86,400
Yes
7 Sept 2021
12 May 2021
12 Jun 2021
12 May 2021
10 Jun 2021
27 May 2021
Amount
Excavation in trenches in soft/loose soil not exceeding 1.5 metre wide and not excedding 1.5 metre in depth for foundation etc route of cable and getting out complete all as specified and as directed by the Engineer-in-Charge.
Returning, filling in soft/loose soil including spreading, leveling, watering and well ramming, in layers not exc 25 cm complete all as specified and as directed by the Engineer-in-Charge.
Removing of surplus soil to a distance not exc. 50 meter and depositing where directed at a level not exc.1.5 metre above the starting point complete all as specified and as directed by the Engineer-in-Charge.
M& L for 20 mm bore tubes, medium grade, galvanized with and including all fittings laid in trenches including taking up or down unserviceable steel water tubing and connection etc complete all as specified and as directed by Engineer-in-Charge.
M& L for 25 mm bore tubes, medium grade, galvanized with and including all fittings laid in trenches including taking up or down unserviceable steel water tubing and connection etc complete all as specified and as directed by Engineer-in-Charge.
S&F mild steel clamp made of flat iron 40x6 mm in two halves for tapping through 40 to 80 mm bore GI/DI water pipe line including drilling and welding of 15/20 mm GI socket and necessary rubber insertion nut bolt & washer etc complete all as specified and as directed by Engineer-in-Charge.
S&F 25 mm dia Gun metal gate valves with iron wheel head, screwed both ends for iron pipes including taking out unserviceable gate valve complete all as specified and as directed by Engineer-in-Charge
Surface dressing in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge.
Excavation in trenches in soft/loose soil exceeding 1.5 metre wide and not excedding 3 metre in depth for route of cable and getting out complete all as specified and as directed by the Engineer-in-Charge.
M& L for Plain cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregate as in mass filling and foundation complete, all as specified and as directed by the Engineer -in-Charge.
Use and waste of form work to sides of concrete foundation footing bases of column , raft and raft beam , side and soffit of foundation and plinth beamand similar workand soffits of floor or roof beams, beam hunching, girders, bressummers, lintels over 1.5 metre span, cantilevers, shelves including supports, for rough finished surfaces of concrete, complete all as specified and as directed by Engineer-in-Charge
Use and waste of Form work to pillars, post , struts piers , columns and stanchions complete all as specified and as directed by Engineer-in-Charge.
Use and waste of form work to sides and soffits of floor or roof beams, beam hunching, girders, bressummers, lintels over 1.5 metre span, cantilevers, shelves including supports, for rough finished surfaces of concrete, complete all as specified and as directed by Engineer-in-Charge
Use and waste of form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thickness, for rough finished flat surfaces of concrete, complete all as specified and as directed by Engineer-in-Charge
Use and waste of Form work to edges of concrete flat floor and roof not exc 200 mm wide to rough finished surfaces of concrete complete all as specified and as directed by Engineer-in-Charge.
M& L for RCC M-25 (design mix) using 20 mm graded stone aggregate as in foundation including rafts, footings, foundation beams, plinth beams , bases for column etc basement slab, under reamed pile and mass concrete like complete all as specified and as directed by Engineer-in-Charge.
M& L for RCC M-25 (design mix) using 20 mm graded stone aggregate as in beam, cantilevers , bressummers lintel over complete all as specified and as directed by Engineer-in-Charge.
M& L for RCC M-25 design mix using 20 mm graded stone aggregate as in columns, pillars ,piers. posts and struts like complete all as specified and as directed by Engineer-in-Charge Note for srl item Nos 17.00 & 18.00 here-in-before:- Reinforcement and formwork shall be measured and paid for separately under appropriate items of this schedule).
M& L for RCC M-25 design mix using 20 mm graded stone aggregate as in slabs, supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-Charge.
M& L for RCC M-25 (design mix) using 20 mm graded stone aggregate as in chajjas incl necessary formwork and the like complete all as specified and as directed by Engineer-in-Charge.
M& L for TMT reinforcement bars 10 mm 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 0.9 mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge.
Mild steel TMT bars as in reinforcement, 8 mm dia , 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 complete all as specified and as directed by Engineer -in-Charge.
M& L for TMT reinforcement bars 5 mm to 10 mm , cut to length, bent to shape required,as in stirrups and bending mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge.
Supply only integral liquid water proofing compound, ISI marked, complete all as specified and as directed by Engineer-in-Charge
Applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.20 Kg per sq m including cleaning surfaces complete all as specified and as directed by Engineer-in-Charge .
M&L for roof treatment with polymeric membrane (APP based) with non woven polyster mat as reinforcement with following:- (a) M & L for surface preparation by removal of existing treatment of tar felt treatment/PCC/plaster/tiling/loose particle to ensure of clean. Smooth and very surface and preparing surface. (b) M&L for providing & laying a coat of cold applied bitumen 85/25 based primer on entire surface @ 0.300 ltr/Sqm of dry and clean surface. (c) M&L for providing & laying APP based polymeric membrane of 3mm thickness of weight of 3.0 Kg/Sqm with non woven polyster fibre as in reinforcement on primed surfaces by torch application with side over paps & ints over laps etc apper manufacturers instr. (d) M&L for finishing of top surfaces using hot blown bitumen 85/25 grade @1.2 Kg/Sqm grouted all as specified and as per manufacturer instruction and spraying fine sand over the bitumen being non accessible roof. (e) M&L for providing test with filling of water for continuous 48 hours all as specified and directed.
M&L for Brickwork with fly ash bricks old size straight or curved on plan exc 6 metre mean radius built in cement & sand mortar 1:6 complete all as specified and as directed by Engineer-in-Charge.
M&L for Brickwork with fly ash bricks straight or curved on plan exc 6 metre mean radius as in half brick walls built in cement & sand mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.
M&L Granite (of any type) tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixure of pigment to match the shade of granite stone including cutting and polishing types as in platform Complete all as specified and directed
15 mm thick screed bed or a layer of bedding for laying of floor finishes in cement and sand mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.
M&L for 10 mm thick cement mortar rendering in cement mortar 1:4 as on vertical surfaces of wall for reciving tiles complete all as specified complete all as specified and as directed by Engineer-in -Charge.
M&L for Glazed ceramic tiles (coloured) of size 350x250x7mm / 450x350x7 mm thick on vertical surfaces such as skirting, dados etc, set and jointed in neat cement slurry and pointed in colored cement to match with the shade of tiles complete all as specified and as directed by Engineer-in-Charge.
M&L for Non skid coloured ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but n. exceeding 0.11 sqm in floor etc, set and jointed in neat cement slurry and pointed in coloured cement to match with the shade of tiles , complete all as specified and as directed by Engineer-in-Charge.
M&L for 20-25 mm thick machine cut kota stone slab on vertical surfaces/riser of step/ skirting etc laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing, complete all as specified and as directed by Engineer-in-Charge. (Length of Kota Stone slab shall be such that it matches with the size of stone slab in flooring and the width as directed)
M&L for Rendering 10+5 mm thick plaster in cement and sand mortar 1:4, mixed with water proofing compound as per manufacturer’s instructions, on cement concrete surfaces including finishing the surface even and fair complete all as specified and as directed by Engineer-in-Charge Note :- Supply only of integral liquid water proofing compound shall be measured and paid for separately under appropriate item of this schedule).
M&L for Rendering 10 mm thick in cement and sand mortar 1:6 on other than fair faces of brick work or cement concrete surfaces including finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge
S&F factory made pressed steel frame box type window/Ventilator with side huge shutters incl pintol hinges,steel handles, steel peg stay and all locking arrangement and one coat of red oxide primer complete all specified. Note : i) The window shall be fabricated as per Drg No CEBTZ/TD/888R & 889 ii) MS fillets, glazing, wire gauge shall be measured and paid separately
M&L for Mild steel framed work as in grills, gratings etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walkways, railings, framework of water tank and similar works conforming to Fe 290 Gde E-165, complete all as specified and as directed by Engineer-in-Charge.
M&L for PCC 1:3:6 type C-1 using 20mm graded stone aggregate as in hold fast, ,filling of pressed steel frame ,coping etc including necessary use and waste of formwork complete all as specified and as directed by Engineer-in -Charge.
M&L for 3 mm sheet glass ordinary quality and glazing with oil putty in square not exc 0.5 sqm in each pane complete all as specified and as directed by Engineer-in-Charge
M&L for 3 mm sheet glass frosted quality and glazing with oil putty in square not exc 0.5 sqm in each pane complete all as specified and as directed by Engineer-in-Charge
M&L for Galvanised mild steel wire cloth, 0.56 mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks or galvanised wire staples complete all as specified and as directed by Engineer-in-Charge
M&L for Pressed steel frames of size 105mm x 60mm for single doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc complete all as specified and as directed by Engineer-in-Charge. (Note : - 1.The rate quoted shall be deemed to include for one shop coat of priming with red oxide zinc chromate primer 2. PCC filling in hollow of frame shall be measured and paid for separately under appropriate item of this schedule. 3. Fixing of Butt hinges shall be included in unit rate quoted ).
M&L for 35 mm thick, IInd class hard wood (Bonsum/Hollock) plain, framed, panelled factory made shutters (two panel) with lock rail and panel of 9mm BWP commercial ply or 12mm thick veneered particle board with commercial veneering on both faces. The size of rails and styles as per IS-1003 (Part-I), kiln seasoned and chemically pressure treated complete all as specified & as directed by Engineer-in-Charge.
S& F 150 mm size mild steel, stove enamelled black, pressed handles, oval type, ISI marked complete all as specified and as directed by Engineer-in-Charge.
S&F aluminium alloy anodized sliding door bolt with hasp, staples (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts or extruded sections or cast aluminium alloy length of bolt 250 mm of ISI marked complete all as specified and directed by Engineer-in-Charge.
S&F floor door stopper of aluminium alloy and tongue anodised with hard drawn steel spring fixed to floor over all length of cover plate 150 mm long complete all as specified and directed by Engineer-in-Charge.
S&F steel locking bolts with mils steel electrogalvanised plate and bright bolt ont less than 10 mm dia and 100 mm size, complete all as specified .
S&F 150 mm long, aluminium anodised, barrel tower bolts, of extruded section, ISI marked, complete all as specified and as directed by Engineer-in-Charge
S&F Aluminium handles, fabricated type, anodised of 150 mm size, ISI marked, complete all as specified and as directed by Engineer-in-Charge.
S & F CI 'P' or 'S' trap 100/100mm setting and jointed with solvent cement etc. complete all as specified and as directed by Engineer-in-Charge.
S & F Cast iron Nahani trap/ floor trap with dia of outlet 75 mm with CP grating including jointing with lead joint to waste pipe fixed in cement concrete type B1 (1:2:4) complete all as specified and as directed by Engineer-in-Charge.
M&L 100 mm bore, cast iron, centrifugally cast, soil, waste and vent pipes, in any length with or without ears, with cement joints, laid in trenches complete all as specified and as directed by Engineer-in-Charge.
M&L 75 mm bore, cast iron, centrifugally cast, soil, waste and vent pipes, in any length with or without ears, with cement joints, laid in trenches complete all as specified and as directed by Engineer-in-Charge.
M&L 50 mm bore, cast iron, centrifugally cast, soil, waste and vent pipes, in any length with or without ears, with cement joints, fixed to walls complete all as specified and as directed by Engineer-in-Charge.
S&F cowls for 50 mm bore of pipe complete all as specified and as directed by Engineer-in-Charge
S&F 100mm bore CI bends (any radius) , diminishing pieces or tapers complete all as specified and as directed by Engineer-in-Charge.
S&F 75mm bore CI bends (any radius) , diminishing pieces or tapers complete all as specified and as directed by Engineer-in-Charge.
M&L for extra over cast iron pipe and fitting if lead joint is provided in lieu of cement joint for 75 mm bore complete all as specified and as directed by Engineer-in-Charge.
M&L for extra over cast iron pipe and fitting if lead joint is provided in lieu of cement joint for 100 mm bore complete all as specified and as directed by Engineer-in-Charge.
S&F stack clamps out of 100mm by 5mm flat iron and 16mm dia round iron stays including bolts and nuts and securing ends of stays to walls for 50mm bore pipe complete all as specified and as directed by Engineer-in-Charge.
S&F Rotational moulded polyethylene water storage tanks of 1000 Litres capacity, two layered , ISI marked (cylindrical vertical tanks with closed top) hoisted and fixed in position including making necessary arrangements for fixing inlet, outlet and over flow pipe and provision of wash out pipe etc complete all as specified and as directed by Engineer-in-Charge.
S&F 20 mm dia Gun metal gate valves with iron wheel head, screwed both ends for iron pipes complete all as specified and as directed by Engineer-in-Charge.
S&F 15 mm bore tubes, medium grade, galvanized with and including all fittings fixed to walls, floors or ceiling etc complete all as specified and as directed by Engineer-in-Charge
S&F 20 mm bore tubes, medium grade, galvanized with and including all fittings fixed to walls, floors or ceiling etc complete all as specified and as directed by Engineer-in-Charge
S&F Brass chromium plated fancy type wall mixer for mixing hot & cold water screwed down for iron pipe of 15mm bore complete all as specified and as directed by Engineer-in-Charge
S&F Bib tap, cast copper alloy chromium plated fancy type, crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule, for bore of pipe 15mm, complete all as specified and as directed by Engineer-in-Charge
S&F Stop valves/Angle valve, cast copper alloy, fancy type, chromium plated screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, for bore dia of pipe 15 mm, complete all as specified and as directed by Engineer-in-Charge.
S&F PVC connection 15 mm size, of length 450 mm, with PTMT nuts, fixed in repair complete all as specified and as directed by Engineer-in-Charge.
M&L for Vitreous China squatting pan “Orissa” pattern, size 580x440mm, white, with integral foot rests (excluding flushing cistern and flush pipe), with CI ‘P’ trap of long arm of suitable size including connection to flush pipe, anti syphonage pipe etc, supplied and fixed in repairs, complete all as specified and as directed by Engineer-in-Charge. Notes :- (i) WC shall be ISI marked, 1st quality and of makes specified in Appendix ‘D’ (ii) Unit rate quoted shall also be deemed to include for provision of lead joint between CI trap and outlet pipe (iii) Unit rate quoted shall also be deemed to include for labour required for fixing of flushing cistern and flush pipe and also for taking down old flushing cistern and flush pipe. Supply only of flushing cistern with flush pipe shall be measured and paid for separately. (iv) The disturbed surface of floor shall be made good as per existing specification without any extra cost to the Govt).
Supply only PVC low level flushing cistern, valve less, symphonic action type, 10 litres capacity with inlet, ball valve, float and handle with and including brackets & PVC bend pipe 90 cm long etc, with and including flush pipe complete all as specified and as directed by Engineer-in-Charge(Note :- (i) Flushing cistern shall be ISI marked, Ist quality and of make as specified in Appendix ‘D’. Labour required for fixing of flushing cistern and flush pipe and also for taking down old flushing cistern and flush pipe shall be deemed to be included in the unit rate quoted for WC ).
S&F Brass chromium plated shower rose (ISI marked) 125mm size with or without swivel joints , including fixing to steel pipe or union, supplied and fixed in repairs complete all as specified and as directed by Engineer-in-Charge
S&F Towel Rail 20 mm dia ,450mm long of PTMT fixed with and including chromium plated brass screws and wooden/plastic cleats supplied and fixed in repairs complete all as specified and as directed by Engineer-in-Charge. (Minimum weight 170gms)
S&F32 mm size CP waste coupling (half or full threaded) Minimum weight 32mm-45gms/40mm-60 gms) incl waste pipe
S&F stainless steel Peg set of four , hat and coat hooks, solid body, complete all as specified and as directed by Engineer-in-Charge.
S&F Stainless steel soap dish holder as approved by GE complete all as specified and as directed by Engineer-in-Charge.
S&F Vitreous china counter sunk wash basin, white, , size 460 x 310 x220 mm with and including a pair of CI brackets, etc, including fixing on the slab and filling bottom portion with PCC 1:4:8 including waste pipecomplete all as specified and as directed by Engineer-in-Charge.(Notes : -(i) The wash basins shall be ISI marked, 1st quality and shall be of Make as per Appendix ‘D’ (ii) The rate quoted shall also be deemed to include for fixing only of CP brass mixer and waste pipe with coupling. Supply only of CP brass mixer shall be measured and paid for separately under appropriate items of this schedule).
S&F Central hole basin mixer for hot and cold water , brass chromium plated screwed down high pressure , with long screwed shank and fly nut screwed for 15 mm bore iron pipe complete all as specified and as directed by Engineer-in-Charge.
M&L for Hardcore of broken stone or boulders of gauge not exceeding 63 mm, deposited, spread and leveled in layers not exceeding 15 cm thick, watered and rolled to a true surface complete all as specified and as directed by Engineer-in -Charge.
M&L for 75 mm thick PCC (1:3:6) type C-1 using 20mm graded stone aggregate laid in bays including finishing the top surface of concrete even and smooth, without using extra cement as in plinth protection laid to slope of 1 in 12 and finishing cement concrete surface even and smooth without using extra cement with and including all necessary form work to divide the area in panels, finishing exposed edges fair or rounded or chamfering of exposed edges where directed and providing 6 mm thick joint through the thickness of plinth protection duly filled with mastic filling of one part of hot bitumen 85/25 grade and three parts of fine sand(by all weight) complete all as specified and as directed by Engineer-in-Charge.
M&L for Preparation of new plastered surfaces of walls surfaces of walls, cornices, pillasters and applying two coats of white wash complete all as specified and as directed by Engineer-in-Charge.
M&L for Preparation of new plastered or un plastered surfaces of wall and applying two coats of cement base paint over a of primer as per manufacturer's instructions complete all as specified and as directed by Engineer-in-charge
M&L for Preparation of newly plastered surfaces of ceiling and applying two coats of white wash complete all as specified and as directed by Engineer-in-Charge
M&L for Painting to new steel surfaces of any description not otherwise described over 10 cm in width or girth including preparation of surfaces, priming with red oxide zinc chrome primer (one coat) and finishing with two coats of synthetic enamel paint complete all as specified and as directed by Engineer-in-Charge.
M&L for Painting to new wood or wood based surfaces of any description, not otherwise described over 10cm width or girth including preparation of surfaces, priming with pink primer (one coat) & finishing with two coats of synthetic enamel paint complete all as specified and as directed by Engineer-in-Charge.
Surface excavation not exc. 30cm averaging 15 cm deep in soft /loose soil getting out complete all as specified and as directed by Engineer-in-Charge.
M&L for 75 mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in sub base including finishing the top surface of concrete even and rough complete all as specified and as directed by Engineer-in-Charge.
M&L for 60mm thick machine pressed with grey cement and no pigment interlocking factory made paver blocks of any size and shape conforming to IS 15658-2006, M-35 grade set, jointed and pointed in dry sand over including 25 mm thick sand cushion complete all as specified and as directed by Engineer-in-Charge.
M&L for Brickwork with fly ash bricks old size straight or curved on plan exc 6 metre mean radius built in cement & sand mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.
M&L for Rendering 15 mm thick in cement and sand mortar 1:4 on other than fair faces of brick work or cement concrete surfaces including finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge
M&L for Preparation of new plastered surfaces of walls surfaces of walls, cornices, pillasters and applying three coat of white wash complete all as specified and as directed by Engineer-in-Charge.
Excavation over area n.exc 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-Charge.
Excavation over area exceeding 1.5 m but not exc 3.00 m.deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-Charge.
Excavation over area exceeding 3 m but not exc 4.5 m.deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-Charge.
M&L for 25 mm thick PCC (1:2:4) type B-0 using 12.5mm graded stone aggregate as in floor finishes complete all as specified and as directed by Engineer-in-Charge.
M&L for Non skid coloured ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but n. exceeding 0.18 sqm in floor etc, set and jointed in neat cement slurry and pointed in coloured cement to match with the shade of tiles over and including 15 mm thick screed bed in cement and sand mortar 1:6, complete all as specified and as directed by Engineer-in-Charge.
M&L for P:C:C 1:3:6 typeC-2 using 40 mm graded stone aggregates as in beds of SGSW pipe 150 mm bore, laid to required slope including packing under and haunching against the side of pipes after they are laid and tested complete all as specified and as directed by Engineer-in-Charge Note: - (i) Thickness of concrete bed below the barrel of pipe shall be 10cm. (ii) Pipe shall be measured & paid for separately. (iii) Width of concrete bed shall be equal to outer dia of drain pipes (not of sockets/collars) plus 30cm. (iv) The rate includes for all necessary shuttering and support to concrete and for laying beds to falls
M&L for 150 mm bore (internal diameter) salt glazed stone ware drain pipes laid in trenches on concrete bed to slopes, jointing and testing including fittings complete all as specified by Engineer-in-Charge. Note :- As these pipes are to be laid in already excavated trenches for demolition of existing pipes including demolition of bedding and haunching, excavation for these pipes shall not be measured separately.)
M&L for Brickwork with sub-class ‘B’(old size) burnt clay bricks straight or curved on plan exc 6 metre mean radius built in cement & sand mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.
M&L for Plain cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) in lintel, cill, bed block coping ,bed plate, bond stone etc including weathering slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge
M&L for Precast reinforced cement concrete 1:2:4 type B-1,using 20 mm graded aggregate as in manhole covers base slab ,baffle wall and similar articles with plain faces including necessary moulds and setting in cement and sand mortar 1:4 etc including necessary use and waste of form work complete all as specified and as directed by Engineer-in-Charge. Note :- Reinforcement shall be measured and paid for separately under appropriate items of this schedule).
M&L for Extra for forming fair finished drain or channel 30 cm girth in cement concrete , using extra cement including forms, moulds, mitered/stopped ends etc complete all as specified and as directed by Engineer-in -Charge.
Supply only integral water proofing compound, ISI marked, complete all as specified and as directed by Engineer-in-Charge
M&L for Plain cement concrete (1:3:6) type C-2 (using 40mm graded stone aggregate) in surface channel and drain and inside man holes complete all as specified and as directed by Engineer-in-Charge
M&L for Brickwork with sub-class ‘B’ (old size) in half brick thick built in cement & sand mortar 1:4 complete all as specified and as directed by Engineer-in-Charge
M&L for Plain cement concrete 1:2:4 type B2 (using 40 mm graded stone aggregate) as in foundation filling complete all as specified and as directed by Engineer-in-Charge.
M&L for Flush pointing in cement mortar 1:3 on ceiling surface of stone patti roof/ brick work complete all as specified and as directed by Engineer-in-Charge
M&L for 100 mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in sub base including finishing the top surface of concrete even and rough complete all as specified and as directed by Engineer-in-Charge.
M&l 100mm thick PCC 1:2:4 type B2 using 40mm graded stone agg laid in alternate panel and making surface even and fair complete all as specified and directed
M&L for Mild steel Rolled mild section as in clading, glazzing and the like with angle cleats and connecting plates etc confirming to Fe 290 Gde E-165, complete all as specified and as directed by Engineer-in-Charge.
M&L for Mild steel lewis bolt 11 to 15 mm dia (machine made) with hexagonal or square heads at one end screwed at other, screwed both end to be fitted with washers and one hexagonal or square nut n. exc 5 cm long complete all as specified and as directed .
M&L for Steel work in tubular trusses including special shaped washers etc complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 complete all as specified and as directed by Engineer-in-Charge.
M&L for Tie bar with screwed ends, nut , washers and mild steel platesfor wall, chimneys, roof, arches etc king rods and straining bolt etc confirming to Fe 290 Gde E-165, complete all as specified and as directed by Engineer-in-Charge.
M&L for Pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa (AZ-150) as in roof covering/cladding to wall, fixed with self tapping screws/J hook/Ltype hook complete all as specified and as directed by Engineer-in-Charge.
M&L for Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa (AZ-150) as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-Charge.
Point wiring with multi stranded copper conductor cable, 1100 volts grade (ISI marked), , PVC insulated and unsheathed of size 1.5 sqmm, single core in and including new non metallic rigid PVC concealed conduit of 20 mm dia, medium duty, ISI marked, including conduit fittings such as tees, bends etc terminating in M.S sunken boxes covered with and including 3 mm thick bakelite laminated sheet top cover of approved make for mounting switches, sockets, regulators etc,with and including continuous 1.5 sqmm PVC insulated unsheathed single core copper conductor cable as earth continuity conductor connected to common earth and earth dolly, for one light point/fan point/ call bell point controlled by one, one way switch complete all as specified and as directed by Engineer-in-Charge.
All as per SI No 117 here-in-before but 3pin 5 Amp sockets points on the same board with other switches complete all as specified and as directed by Engineer-in-Charge.
Ditto- all as per SI 117 here-in-before but cable of 2.5 Sq mm for 15 Amp switch socket outlet point on the independent board complete all as specified and as directed by Engineer-in-Charge.
S&F Socket outlet 3 pin 5 amp flush type, ISI marked complete all as specified and as directed by Engineer-in-Charge.
Switch piano flush type , single pole 5 Amps, one way, ISI marked complete all as specified and as directed by Engineer-in-Charge
S&F Lamp holder insulated body with back plate suitable for concealed conduit/casing caping/batten fittings complete all as specified and as directed by Engineer-in-Charge.
S&F Ceiling rose, three terminal, PVC/Poly carbonate, insulated body three terminal , ISI marked, complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing sheet metal enclosures for DB, SPN 4 way, suitable for MCBs 240 Volt, Double door, IP-43 protection, IK-09 with metal door with 200 Amps copper bus bar, with neutral bar, earth bar and cables ties for cable management fully insulated bus bar complete all as specifiedand as directed by Engineer-in-Charge.
S&F MCB single pole of rating 06 to 32 Amps 10 KA, ‘C’ curve 240 V AC complete all as specified and as directed by Engineer-in-Charge
S&F MCB suitable for 06 to 32 Amps, 240 Volt AC supply single pole and neutral with over load and short circuit protection having rupturing capacity not less than 10 KA complete all as specified and as directed by Engineer-in-Charge.
S&F Decorative Ultra slim linear energy efficient LED lightening fixture, Eco friendly efficient 18/20 Watt with extruded aluminium complete all as specified.
S&F Exhaust fan 225 mm sweep with louvers including making of holes and making good the disturbed surface of wall including slandered copper flexible twin core cable of size 23/0.0076 supplied fixed in repair complete all as specified and as directed by Engineer in charge. Note:- . (i) contractor will write MES No as per specified and directed.
Suppy and Fixing LED based security light, housing made up of LM6 pressure die cast aluminium alloy with effective thermal management, sturdiness. The fixture should have a minimum system efficiency of more than 100 lumen/watt and a minimum system lumen output of not less than 7200 lumens and maximum system wattage 25 Watts. The fixture shall have a correlated colour temperature of al least 5700K and CRI f minimum 70. The fixture shall be designed for a system life of 50,000 hours @ 70% lumen maintenance ingress protection of IP66 (lamp and gear compartment and mechanical inpact resistance raiting of IK>=08. The fixture driver should have an operating voltage range of 140-270 V & potted type for humming free operation, driver should be withstand up to 440v for 8hrs, two surge proection not less than 5KV one on driver and one external surge protection, PF>0.95 and THD<10% and have double phase protection. LED light fitting should be suitable for ambient temperature from (-) 10C to (+) 50 C. The fixture should comply with the parameters IEC 60598 and LED should comply to IEC 61000-3-2 ed. 3.2 per harmonics IEC 61347-2-3,2006 in configuration with IEC 61347-1 ed 2.0,2007 for electrical safety LM 79 and for LED LM 80 test report needs to be submitted from the house NABL accreditation laboratory. Make CG/C&S/Bajaj/Havells
Supply and fixing 40mm dia 1.2 metre long GI pipe light grade bracket for fixing street light made to shape at 120 degree including MS clamps 02 Nos and nut and bolts duly painted with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge.
M&L Earthing complete with galvanized steel earth plate electrode 60cm x 60cm x 6mm thick burried directly in ground (earth pit not less than 2.25m deep below ground level) with top edge of plate not less than 1.5 deep below normal ground level and connected to and including galvanized earth lead wire 4mm dia upto 7.5 metre by means of GI nuts, bolt, check nuts, washers thimbles, etc as shown in electrical plate No 03 SSR Part I and connection to main switch board or panel and testing on completion including excavation and earth work in any type to soil, returning fitting in and removal of surface spoil to a distance not exc 50 metre, PCC chamber (1:3:6) type C-2, charcoal and salt mixed layer 15cm thick all around the earth plate electrode, MS funnel with wire mesh, GI pipe light grade 20mm bore for watering and 15mm bore meter long GI pipe light grade for earth wire protection fixed with poles with two clamps, made from MS flat 25mm x 3mm, bolts, nuts and washers 75mm thick RCC cover 1:2:4 type B-1 shall be provided on CI frame etc complete all as specified. Note - PCC chamber shall be constructed at least 1.5m away from the earth electrode. The pipe for watering shall be provided in slanting manner
supplying and laying XLPE insulated screened, PVC bedded galvanized steel strip or wire armoured electric power cable (heavy duty) with , aluminium conductor, 1100 volts grade of cross sectional area 10 Sqmm 2 core laid in trenches/through pipe in road crossings/paths /drains /ducts/floors/along poles/walls/ceilings/equipments etc complete all as specified and as directed by Engineer-in-charge
M&L for Protection to cable with one layer of bricks laid flat butting to each other in such a way that the length of the bricks is at right angles to the central axis of the cable using old size sub-class ‘B’ burnt clay bricks complete all as specified and as directed by Engineer-in-Charge.
M&L for Sand cushioning and cover (using local tibba sand), 80 mm thick before laying of cable and 150 mm thick after the cable is laid, complete all as specified and as directed by Engineer-in-Charge. (Note : 1. Approved local tibba dry sand after removal of vegetations, grass and other deleterious substances shall be used for sand cushioning and cover).
M&L for 40 mm bore GI tube, light grade for protection of cable , with all fitting lead in trenches /under road / with wall /in wall /under floor where required complete all as specified and as directed by Engineer-in-Charge.
S&F Switch piano flush type , single pole 5 Amps, one way, ISI marked complete all as specified and as directed by Engineer-in-Charge
S&F Switch socket combination 5 in 1 5/16 Amp, 230 Volts flush type, ISI marked complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing sheet metal enclosures for DB, SPN 8 way, 240 Volt, Double door, IP-43 protection, IK-09 with metal door with 200 Amps copper bus bar, with neutral bar, earth bar and cables ties for cable management fully insulated bus bar complete all as specified and as directed by Engineer-in-Charge.
G R POWERS
SHREE GURU NANAK CONSTRUCTION COMPANY
M/S BUDHRAM BISHNOI
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