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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st lowest₹1.8 CrAccepted-AOC AT PO NAYAKGUDA DIST MALKANGIRI 764044 | NAYAKGUDA | MALKANGIRI | ODISHA | 764044 | ₹1.8 Cr | 1st lowest | Accepted-AOC Award of contract to Sri Bikram Keshari Patra, B Class Contractor through transparency lottery system |
| 2 | 1st lowest₹1.8 CrRejected-AOC | ₹1.8 Cr | 1st lowest | Rejected-AOC REJECT |
| 3 | 1st lowest₹1.8 CrRejected-AOC | ₹1.8 Cr | 1st lowest | Rejected-AOC REJECT |
| 4 | 1st lowest₹1.8 CrRejected-AOC PATRAGUDA NEAR KALI MANDIR WARD 8 MALKANGIRI NAC DIST MALKANGIRI 764048 | MALKANGIRI | MALKANGIRI | ODISHA | 764048 | ₹1.8 Cr | 1st lowest | Rejected-AOC REJECT |
| 5 | 1st lowest₹1.8 CrRejected-AOC | ₹1.8 Cr | 1st lowest | Rejected-AOC REJECT |
Tender Value
₹2.1 Cr
EMD Value
₹2.1 L
Closing Date
30 Dec 2025, 5:00 pmClosed
Chief Construction Engineer
Rural Works Circle, Sunabeda, At-Sunabeda-1, Near Jagannath Temple, PIN-763001, Dist-Koraput
Construction of 2 Nos of F type staff quarter at JMFC Court complex in Mathili in the District of Malkangiri for the year 2025-26.
2025_CERWI_123543_4
CCERWCSBD Online -21/2025-26
National Competitive Bid
Civil Works - Buildings
270 days
MALKANGIRI
3 documents required · 3 mandatory
₹10,000
₹2.1 L
Yes
13 May 2026
20 Dec 2025
31 Dec 2025
20 Dec 2025
30 Dec 2025
20 Dec 2025
20 Dec 2025 - 29 Dec 2025
Supplying all labour, T&P and fitting abnd fixing of ISI mark DOL starter of reputed make like BCH or equivalent for 1.00 HP single phase submersible pump including all cost, conveyance of all taxes etc all complete as per the direction of E.I.C.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including cost of all labours, T & P, sundries etc. as required for the work complete as per the direction of the Engineer-in-charge.
Earth work in excavation in foundation trenches, column foundation, pit, etc in all kind of soil including moorum stony earth and earth mixed with boulders except sheet rock and boulders not requiring blasting including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site with initial lead of 50 mtr and all lifts, including shoring, shuttering & dewatering (if required) with cost of labour, labour cess, hire & running charges of all machineries, sundries & T&P required for the work complete as directed by the Engineer in charge.
Upto 1.5 Mtr Depth
From 1.5 Mtr upto 3.0 Mtr Depth
Disposal of building rubbish / malba /rock/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved dumping ground or as approved /directed by Engineer-in-charge, including all lifts involved.etc as per the direction of Engineer-in-charge.
Supplying, diluting and preparing chemical emulsion like CHLORPYRIPHOS or other chemicals approved by Central Insecticides Board or as directed by the manufacturer and spraying the mixture uniformly by sprayer as pre-constructional anti termite treatment and creating a chemical barrier under and around wall trenches, basement excavation, top surface of plinth filling, junction of walls and floors along with external perimeter of the building, surrounding the pipes and conduits etc. complete at the rate of 7.5 liters (or as directed by the manufacturer) per sqm on vertical and 5.0 liters per sqm on horizontal surfaces, 50% of the emulsion to be filled in the holes made in trenches at 150mm center to center etc.complete as per IS:6313/1981(Part-II) and as per the direction of the Engineer -in-charge including all cost of materials, labour and T&P etc all complete.
Supplying and filling with sand in foundation and plinth in layers not exceeding 20 cm in depth, well watered and compacted , top surface dressed and levelled to proper level and gradient including cost of all materials, conveyance,royalties, loading, unloading, cost of all labour, T&P, etc. all complete as per the direction of Engineer-in-Charge.
Providing and laying Plain Cement Concrete of proportion (1:4:8) using 40 mm & down grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge.
Providing and laying Plain Cement Concrete of proportion (1:3:6) using 40 mm size grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge.
Providing and laying Brick masonry work in Foundation & Plinth using Fly-Ash bricks confirming to IS 12894 and IS 2212 in cement mortar (1:6) affter immersing the bricks for minimum 6 hours in water before use, with all necessary projections, splays cutting, circular moulding, corbelling, etc. as per the drawings including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, scaffolding, staging, watering and curing, sundries, T&P, etc. complete as per the direction of the Engineer-in-charge.
Providing, lifting, hoisting and laying in position machine batched , machine mixed and machine vibrated design mix cement concrete of M-25 including the cost of Centering and Shuttering (minimum cement content not less than 403Kg/ Cum) grade in reinforced cement concrete structural elements using black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth including the cost of all materials, cost of labour, conveyance,loading, unloading, royalties, watering and curing for the required period, T&P , hire & running charges of concrete mixer and vibrator, cost of Admixtures in recommended proportions ( as per IS 9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc. complete as per the direction of the Engineer-in-charge but excluding the cost of steel reinforcement
R.C.C. foundation and footing bases of columns mass concrete pre-cast slab etc.
R.C.C. Grade beams
R.C.C. Beams, columns, grider and bressmer etc.
Stilt Floor
First Floor
Terrace
R.C.C. Floor and Roof slab, landing, balconies up to 4.3Mtr. Height.
Stilt Floor
First Floor
Terrace
R.C.C. stairs excluding landing but including railing
Stilt Floor
First Floor
R.C.C. Lintels.
Stilt Floor
First Floor
Terrace
R.C.C. Chajjas & sunshade
Stilt Floor
First Floor
Terrace
Providing & fixing TMT Fe-500 HYSD Reinforcement bars (SAIL /TATA /RINL) of required diameter and approved quality for Reinforced Cement Concrete work including straightening, cutting, bending, binding, welding(if approved) , joining (if necessary), tying the grills, hoisting, lowering and placing in position as per the approved design & drawings (BBS) with provision of standard fan hooks including the cost of all materials, cost of all labour, conveyance, loading, unloading, cost of binding wires of 18 to 20 gauge, T&P, etc, all complete as per the direction of Engineer-in-Charge. Note: (Linear measurements will be taken & quantity will be calculated on standard weight. Lap length of bars & Weight of binding wire will not be considered for measurement and payment.)
Stilt Floor
First Floor
Terrace
Providing and laying Brick masonry work in Superstructure using Fly-Ash bricks confirming to IS 12894 and IS 2212 in cement mortar (1:6) affter immersing the bricks for minimum 6 hours in water before use, with all necessary projections, splays cutting, circular moulding, corbelling, etc. as per the drawings including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, scaffolding, staging, watering and curing, sundries, T&P, etc. complete as per the direction of the Engineer-in-charge.
Stilt Floor
First Floor
Terrace
Providing and laying Brick masonry work in Superstructure using Fly-Ash bricks confirming to IS 12894 and IS 2212 in cement mortar (1:4) for Half Brick Masonry Wall with provisions for 2 nos 6mm dia MS bar at each 4th layer after immersing the bricks for minimum 6 hours in water before use, with all necessary projections, splays cutting, circular moulding, corbelling, etc. as per the drawings including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, scaffolding, staging, watering and curing, sundries, T&P, etc. complete as per the direction of the Engineer-in-charge.
First Floor
Providing 12mm thick cement plaster in cement mortar (1:6) to the surface of brick masonry wall including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats, bars, etc only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, royalties, cost of labour, scaffolding, staging, watering before plastering and curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge.
Stilt Floor
First Floor
Terrace
Providing 16mm thick cement plaster in cement mortar (1:6) to the surfaces of brick masonry wall including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats, bars, etc only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading,royalties, cost of labour, scaffolding, staging, watering before plastering and curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge.
Stilt Floor
First Floor
Terrace
Providing 6mm thick cement plaster in cement mortar of (1:4) to RCC surfaces such as ceilings of roof slabs, stairs, landings, chajja, shelves, columns, beams and lofts etc. including roughening/ chipping, scraping and cleaning and finishing the plastered surface smooth using wooden floats, bars, etc. only to proper plumbs and level, making grooves, beads and drip coarse to give required ornamental finish as per drawing including cost of all materials, conveyance, loading and unloading, royalties, cost of all labour, scaffolding, staging, watering before plastering and curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge.
Stilt Floor
First Floor
Terrace
Providing average 25mm thick grading Concrete with (1:2:2) using 6mm hard granite chips mixing of water proofing cement compound of approved quality over top of Roof, Terrace, including cost of scaffolding, scraping and cleaning the roof surface, plastering and finishing smooth to proper slope and gradient including cost of all materials, conveyance, taxes and sundries, T&P etc. All complete in all respect as per direction of the Engineer -in-charge.
Terrace
Providing & installing two component acrylic modified cementitious waterproofing coating with masterseal 551/ Equivalent over roof slab after carrying out pond test on roof slab, filling all defects, saturating the surface, mixing the products and then application in 2.0 mm thickness (1.8 kg/sqm coverage rate for 1.0 mm thickness) in suitable layers complete in all respect, all materials, tools, plant & labour complete in all respect as per direction of the Engineer -in-charge.
Terrace
Providing and laying Vitrified Floor Tiles confirming to IS : 15622 of of approved make, quality and colour without any warpage,with intermidiate spacers of 4 mm width laid over an under layer of 20 mm thick base of cement mortar (1:4) (1 cement: 4 coarse sand) with intermidiate spacers of 4 mm including cutting to size, laying and filling the joints with epoxy tile grout of approved shade and colour, cleaning the surfaces with oxlaic acid, mirror polishing including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.Make: Tiles-Kajaria/ Somany/ Equivalent. Grout-Fosroc/ Kerakoll/ Weber/ Equivalent (Note- Sample of tiles shall be approved before procurement and use.
Size of Tile
Stilt Floor
First Floor
Providing and laying Vitrified Floor Tiles in Dado/Skirting confirming to IS : 15622 of approved make, quality and colour without any warpage laid over an under layer of 20 mm thick base of cement mortar (1:4) (1 cement: 4 coarse sand) including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces with oxlaic acid, machine grinding, mirror polishing including the cost of all materials, cost of all labour, conveyance,royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge. (Note- Sample of tiles shall be approved before procurement and use.
Size of Tile
Stilt Floor
First Floor
Providing & laying granite slabs in floor using 16-18mm thick granite slab of approved quality, colour and size over 20mm thick cement mortar (1:4) and finishing the joints with epoxy based water proofing grout to match the colour & shade of tiles including cutting to shape, grinding and wax polishing, cost of all labour, materials, taxes, royalties, loading and unloading, conveyance, sundries, watering and curing etc. complete as per drawing and direction of the Engineer -in-charge.
First Floor
Providing & laying granite slab in Skirting using 20mm thick granite slab of approved quality, colour and size over 12 thick cement mortar (1:3) and finishing the joints with epoxy based water proofing grout to match the colour & shade of tiles including cutting to shape, grinding and wax polishing, cost of all labour, materials, taxes, royalties, loading and unloading, conveyance, sundries, watering and curing etc. complete as per drawing and direction of the Engineer -in-charge.
First Floor
Providing & laying granite stone flooring using 20 mm thick granite stone slab of approved quality, colour and size above 0.4 Sqm as per IS 14223 in Counters, Stair Treads, Risers, planter boxes, window sills etc over an under layer of 20 mm thick cement mortar (1:4) (1 cement: 4 coarse sand) confirming to IS-1443 including cutting to size, laying and joining with white cement slurry and colouring pigment to match the shade including cost of all labour, materials, taxes, royalties, loading and unloading, conveyance, sundries, watering and curing, etc. complete as per the direction of the Engineer-in-Charge. (Note- Sample of tiles shall be approved before procurement and use.
First Floor
Providing and fixing cement concrete tiles of average 22 mm thick jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).as per the design & drawing with cost of all materials, labour, conveyance, taxes, T&P etc. All complete as per the direction of Engineer -in-charge.
Stilt Floor
Providing and fixin
First Floor
g ISI marked both side laminated flush door shutters with hard wood frame confirming to IS 2202(Part 1) of 34mm thickness with approved colour paint over a coat of primer etc including ISI marked necessary hardware fittings such as, SS Concealed Hinges (6"), stopper, Door eye & magnet, SS Tower bolt-8", Mortise lock Handle, Cylinder coin & knob key & knob, SS lock body etc. including cost of all labours, materials, conveyance, hardware fixing, loading and unloading and royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge.
First Floor
Providing and fixing ISI marked both side laminated flush door shutters with hard wood frame confirming to IS 2202(Part 1) of 34mm thickness with approved colour paint over a coat of primer etc including ISI marked necessary hardware fittings such as, SS Concealed Hinges (5"), stopper, Door eye & magnet, SS Tower bolt-8", Mortise lock Handle, Cylinder coin & knob key & knob, SS lock body etc. including cost of all labours, materials, conveyance, hardware fixing, loading and unloading and royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge.
Terrace
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer using M.S. angles 40x40x6 mm for diagonal braces.etc including cost of all labours, materials, conveyance, hardware fixing,loading and unloading, all taxes and royalties, sundries and T&P etc all complete as per direction of the Engineer -in-charge.
Stilt Floor
Supply and fixing uPVC fully glazed fixed windows with bug mesh having a frame size of 88mm width x 52 mm ht and wall thickness of 2.2 mm the uPVC frame is reinforced throughout with galvanised steel having a thickness of 1.2 mm and a guide rail is provided on the bottom tracks of the frame for smooth sliding of the sash panels. The sash panel has a size of 57 mm width x 42 mm height and wall thickness of 2.2 mm. The sash panel is reinforced throughout with galvanised steel having a thickness of 1.2 mm.The sash panel also comprises of roller,touch lock in each sash panel,glass beading,rubber gasket,finseal for dust removal and an interlock for holding the tracks together.The sash panel is singly glazed with 5mm thick Clear glass .Complying with relevant standard specification the model and brand of the UPVC window has to be approved by the EIC before fixing.The rates shall be inclusive of all cost of materials,labour,T&P etc. complete.
First Floor
Supply and fixing of uPVC Sliding glazed Window made out of hollow multi-chambered uPVC sections having isolated drainage system with the design 2 Track 2 Panel System. The 2 track outer frame of the window having over all size of 98 x 52 mm (with mosquito mesh) having internal wall thickness of 2.50 mm. The glass sashes / shutters shall be made out of Upvc sections with over all size of 42 x 70 mm with internal thickness of 2.50 mm. The mosquito mesh shutter having over all size of 25 x 52 mm with internal wall thickness of 2.50 mm. Reinforcement of galvonised mild steel with thick ness of 1.50 mm has to put through out the Frame, glass shutter and mesh shutter. Glass support beading make of upvc sections will be fixed with EPDM gaskit to keep glass tight and unmoved. Single point locking system (called touch lock) made out of casted zamac with white powder coated and locking hook will make of SS 304 grade material. Aluminum guide rail will be fixed on the Bottom part of frame on which the glass shutters will run. The roller will make of nylon an having capacity of 40 - 120 kg depends on glass weight. Finseal will be provided to protect the dust in between closing point & interlocking point of glass & mesh shutters. The Interlock of the uPVC window should be approved by the Engineer-in- charge before fixing. Glass thickness and colour can be changed as per requirement.
First Floor
Supply and fixing of uPVC Sliding glazed Window made out of hollow multi-chambered uPVC sections having isolated drainage system with the design 3 Track 3 Panel System. The 2 track outer frame of the window having over all size of 98 x 52 mm (with mosquito mesh) having internal wall thickness of 2.50 mm. The glass sashes / shutters shall be made out of Upvc sections with over all size of 42 x 70 mm with internal thickness of 2.50 mm. The mosquito mesh shutter having over all size of 25 x 52 mm with internal wall thickness of 2.50 mm. Reinforcement of galvonised mild steel with thick ness of 1.50 mm has to put through out the Frame, glass shutter and mesh shutter. Glass support beading make of upvc sections will be fixed with EPDM gaskit to keep glass tight and unmoved. Single point locking system (called touch lock) made out of casted zamac with white powder coated and locking hook will make of SS 304 grade material. Aluminum guide rail will be fixed on the Bottom part of frame on which the glass shutters will run. The roller will make of nylon an having capacity of 40 - 120 kg depends on glass weight. Finseal will be provided to protect the dust in between closing point & interlocking point of glass & mesh shutters. The Interlock of the uPVC window should be approved by the Engineer-in- charge before fixing. Glass thickness and colour can be changed as per requirement.
First Floor
Supply and fixing of uPVC Sliding glazed Window made out of hollow multi-chambered uPVC sections having isolated drainage system with the design 5 Track 5 Panel System. The 2 track outer frame of the window having over all size of 98 x 52 mm (with mosquito mesh) having internal wall thickness of 2.50 mm. The glass sashes / shutters shall be made out of Upvc sections with over all size of 42 x 70 mm with internal thickness of 2.50 mm. The mosquito mesh shutter having over all size of 25 x 52 mm with internal wall thickness of 2.50 mm. Reinforcement of galvonised mild steel with thick ness of 1.50 mm has to put through out the Frame, glass shutter and mesh shutter. Glass support beading make of upvc sections will be fixed with EPDM gaskit to keep glass tight and unmoved. Single point locking system (called touch lock) made out of casted zamac with white powder coated and locking hook will make of SS 304 grade material. Aluminum guide rail will be fixed on the Bottom part of frame on which the glass shutters will run. The roller will make of nylon an having capacity of 40 - 120 kg depends on glass weight. Finseal will be provided to protect the dust in between closing point & interlocking point of glass & mesh shutters. The Interlock of the uPVC window should be approved by the Engineer-in- charge before fixing. Glass thickness and colour can be changed as per requirement.
Stilt Floor
First Floor
Terrace
Supply and fixing of uPVC Top Hung glazed uPVC ventilator made out of hollow multi chambered uPVC sections having isolated drainage system with the design Casement (Outside open) The casment frame of the window having over all size of 60 x 52 mm having internal wall thickness of 3.00 mm. The glass panel shall be made out of Upvc sections with over all size of 52 x 78 mm with internal thickness of 3.00 mm. Reinforcement of galvonised mild steel with thickness of 1.20 mm has to put throughout the frame, glass panel. Glass support beading make of upvc sections will be fixed with EPDM gaskit to keep glass tight. Single point locking system (called Cockspur) made out of casted zamac with white powder coated and Friction and Stray Hinges will be made of SS 304 grade material. Multipoint locking system (called Espag) made out of casted zamac with white powder coated can be used if height goes beyond 4.50 feet. The model and brand of the uPvc window shall be approved by the Engineer -in- charge before fixing. Glass thickness and colour will be change as per requirement.
Stilt Floor
First Floor
Supplying, Fitting and Fixing M.S works of approved designs made out of M S Flat, hollwo section, i Section, Square bars/ Round bars etc. in railings, grills, gates etc of approved specifications / dimensions with necessary welded clamps fixed in proper position & plumb including a single coat of priming of approved quality metallic pr
Stilt Floor
First Floor
imer, making required holes in Masonary Walls / R.C.C Structures (where necessary) and grouting the clamps with C.C(1:2:4) with 12mm size black hard crusher broken granite stone chips, making good to the damages of Masonary Walls / R.C.C Structures including cost, conveyance, loading, unloading,stacking, royalties and taxes of all materials , cost of all labours, staging, scaffolding, sundries, T&P etc. complete as per the direction of the Engineer-in-charge.
Stilt Floor
First Floor
Supplying, fitting and fixing of stainless steel of 304 grade in hand rail using 50mm dia of 2mm thick circular pipe with balustrade of size 32mm x 32mm x 2mm @ 0.90 mt c/c and stainless square pipe bacing of size 32mm x 32mm x 2mm in three rows in staircase as per approved design and specification, buffing, polishing etc with cost, conveyance of all materials, labour T&P etc. required for the complete in all respect as per the direction of Engineer -in- charge.
Stilt Floor
First Floor
Terrace
Providing and Painting two coats with synthetic enamel paint of approved make, quality and shade on new Steel work to give an even shade over an under coat of primer of approved brand and manufacturer including the cost of all materials, cost of all labour, conveyance, loading, unloading, scaffolding, staging, T&P, etc, all complete as per the direction of Engineer-in-charge. (Note- colour and shade shall be approved before procurement and use.)
Stilt Floor
First Floor
Terrace
Providing and applying 2 coats plastic emulsion paint of approved quality and shade over a coat of wall primer after finishing wall surface of walls with Acrylic wall putty (water based) of approved quality to surfaces (interior) including throughly brushing the surface free from foreign materials, sand papering smooth the intermediate coats, providing necessary putty & primer including of all materials, labour, conveyance, taxes, royalties, scaffolding, watering, curing, sundries, tools and plants etc as per the direction of Engineer-in-charge. (colour & shade to be approved before procurment & use)
Stilt Floor
Providing and applying two coats of Weather Coat Paint of approved make, quality and shade to the external surface of the building over a coat of primer after finishing wall surface of walls with Acrylic wall putty (water based) of approved make and finished smooth and even surface to receive painting of approved shade and quality after cleaning the plastered surface perfectly by watering and brushing including cost of material, putty, paint, brushes, all labour, taxes, loading, unloading, scaffolding, T&P etc. as required for the work as per the direction of Engineer-in-charge. (colour & shade to be approved before procurment & use)
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20mm nominal size well rammed ,with side rcc wall and consolidated and grouted with fine sand including finishing the top smooth including watering, curing, cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. complete as required for the finished item of work as directed by the Engineer-in-charge.
RETAINING WALL
Earth work in excavation in foundation trenches, column foundation, pit, etc in all kind of soil including moorum stony earth and earth mixed with boulders except sheet rock and boulders not requiring blasting including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site with initial lead of 50 mtr and all lifts, including shoring, shuttering & dewatering (if required) with cost of labour, labour cess, hire & running charges of all machineries, sundries & T&P required for the work complete as directed by the Engineer in charge.
Upto 2.5 Mtr Depth
Providing and laying Plain Cement Concrete of proportion (1:4:8) using 40 mm & down grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge.
Providing, lifting, hoisting and laying in position machine batched , machine mixed and machine vibrated design mix cement concrete of M-25 including the cost of Centering and Shuttering (minimum cement content not less than 403Kg/ Cum) grade in reinforced cement concrete structural elements using black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth including the cost of all materials, cost of labour, conveyance,loading, unloading, royalties, watering and curing for the required period, T&P , hire & running charges of concrete mixer and vibrator, cost of Admixtures in recommended proportions ( as per IS 9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc. complete as per the direction of the Engineer-in-charge but excluding the cost of steel reinforcement
Disposal of building rubbish / malba / rock / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting,unloading to approved dumping ground or as approved / directed by Engineer-in-charge, including all lifts involved.etc as per the direction of Engineer-in-charge.
Filling in foundation, trenches and plinth with river sand, well watered and compacted in layers of with top surface dressed and leveled to proper gradient including cost of all materials, conveyance, royalties, loading and unloading, labour, sundries ,T & P etc. complete as per directions of the Engineer -in-charge.
Providing & fixing TMT Fe-500 HYSD Reinforcement bars (SAIL /TATA /RINL) of required diameter and approved quality for Reinforced Cement Concrete work including straightening, cutting, bending, binding, welding(if approved) , joining (if necessary), tying the grills, hoisting, lowering and placing in position as per the approved design & drawings (BBS) with provision of standard fan hooks including the cost of all materials, cost of all labour, conveyance, loading, unloading, cost of binding wires of 18 to 20 gauge, T&P, etc, all complete as per the direction of Engineer-in-Charge. Note: (Linear measurements will be taken & quantity will be calculated on standard weight. Lap length of bars & Weight of binding wire will not be considered for measurement and payment.)
R.C.C. foundation and footing bases
R.C.C. Wall
EI WORKS
Recessed wiring to light point with 1.5 sq.mm FR PVC insulatedsingle core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with 5Amp, 250 V piano type modular switch ISI marked and ceiling rose ISI marked mounted on MS box having front Modular base & cover of suitable size , MS box with 1 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. ( Make of wire Finolex/ L&T / Anchor / Havels /HPL/ V Guard )
-do- Group A
-do- Group B
Recessed wiring to light point with 1.5 sq.mm FR PVC insulatedsingle core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with 5Amp, 250 V piano type modular switch ISI marked and ceiling rose ISI marked mounted on MS box having front Modular base & cover of suitable size , MS box with 1 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. ( Make of wire Finolex/ L&T / Anchor / Havels /HPL/ V Guard )
-do- Group C
Recessed wiring to light point with 1.5 sq.mm FR PVC insulatedsingle core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with 5Amp, 250 V piano type modular switch ISI marked and ceiling rose ISI marked mounted on MS box having front Modular base & cover of suitable size , MS box with 1 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. ( Make of wire Finolex/ L&T / Anchor / Havels /HPL/ V Guard )
Recessed wiring to Fan Point in...
Recessed wiring to light point with 1.5 sq.mm FR PVC insulatedsingle core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with 5Amp, 250 V piano type modular switch ISI marked and ceiling rose ISI marked mounted on MS box having front Modular base & cover of suitable size , MS box with 1 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. ( Make of wire Finolex/ L&T / Anchor / Havels /HPL/ V Guard )
Recessed wiring to Call Bell Point in...
Recessed wiring to Exhaust Fan Point in…..
S/F of Angle holder replacing Ceilling Rose
S/F of fan hook 'S' type made of 16 mm MS rod for fixing in the Existing RCC Roof.
Switch Boards
S/F of 5A. Modular Switch & 5A. Modular Socket outlet of ISI marked on existing board (1.25.1+1.25.4)
S/F of extension board of 6 modular Metal box with modular base & cover in recess including providing and fixing of 2 nos of 3pin 5/6amp modular socket out let & 2 nos of 5/6 amp piano type modular switch, connection, painting etc as required.
S/F of Power point with 4 modular metal box with modular base & cover in recess including providing and fixing of 6 pin 15/16 amp. piano type Modular switch & Socket, connection, painting etc as required
S/F of Power point with 4 modular & 2 modular metal box with modular base & cover in recess including providing and fixing of 5 pin 15/16 amp. piano type Modular switch & Socket & Mini DP MCB, connection, painting etc as required for AC
S/F of computer board consisting of 3 nos of 5amp modular plug and modular switch & 1 no of Mini MCB complete with wiring on 12 modular M.S. box with modular cover.
S/F of 1 no of 5 pin 15/16 amp. Socket , 1 no of switch & 1 no of 15/16A top with modular mini MCB, in 6 modular box with cover with connection, painting etc as required for Inverter connection.
S/F of 18 SWG Modular metal box of following sizes (Nominal size) in recess with suitable size of Modular base & cover in front including cutting the wall and making good the same in case of recessed conduit as required.
2 Modular box with base & cover
4 Modular box with base & cover
6 Modular box with base & cover
8 Modular box with base & cover
12 Modular box with base & cover
Sub-Main
Wiring for circuit / sub-main wiring along with earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS-694/1990 in 20mm dia non metalic heavy duty flexible conduit 1.6mm in recessed PVC conduit as required (Make of wire - Finolex/L&T/Anchor/Havels/V-guard)
Inverter wiring (1x1.5smm) Copper wire (1.19.1)
Circuit Breakers & BDB
S/F of 'B/C/D' series SP MCB of 5 - 32A amp rating (As per direction of engineer in charge) 240Volt for lighting and other loads in the existing MCB Distribution board ISI marked complete with connection, testing and commissioning etc. as required single pole (SP) (2.6.1)
S/F of 'B/C/D' series DP MCB of 5 - 32A amp rating (As per direction of engineer in charge) 240Volt for lighting and other loads in the 2 waydouble door MCB Distribution board ISI marked complete with connecti
on, testing and commissioning etc. as required (2.6.2a)+(2.3.1b)
S/F of 'B/C/D' series DP MCB of 5 - 32A amp rating (As per direction of engineer in charge) 240Volt for lighting and other loads in the existing Distribution board ISI marked complete with connection, testing and commissioning etc. as required (2.6.2a)+(2.3.1b)
Supply, Installation testing & commissioning of Main Switches (IS13940 part 3/1993) of following coopacity on existing surface/wall mounting & complete with H.R.C fuse links, inter connections earthing etc as required as per direction of Engineer Incharge (Make-Seimens/HPL/Anchor/L&T /Havels/C&S/R. K.)
S/F of 'B/C/D' series DP MCB of 5 - 32A amp rating (As per direction of engineer in charge) 240Volt for lighting and other loads in the 2 waydouble door MCB Distribution board ISI marked complete with connecti
S/F of MCB 6 way Single door (2.3.1(a) + 2.3.1(b))
S/F of MCB 8 way Double door (2.3.6)
Main switches
S/F of 63A ICDP main switch with MS box of 250mmx300mmx60mm deep ( (2.15A)+(1.24.16 )
Earthing
Earthing with G.I. Earth pipe 3 mtr Long 40mm dia ISI marked including accessories & providing masonary enclosure with cover plate having locking arrangement & watering pipe with charcoal & salt as required (3.2)
Supply & laying 6 SWG G.I. wire in recess for loop earthing as required (3.17)
Fittings
Providing & fixing plain 16/0.2mm twin twisted flexible, FR PVC insulated copper cable in polythene sleeve or conduit of suitable size on the floor/wall or side of the table/door etc as required.(1.31)
S/F of 300 Exhaust fan with all accessoriesand connections (Make Usha-Aero Clean Plus DBB/ Polycab-Fresh on DBB/ Cropmton-Trans Air12" reversible/ Havells-Ventil Air DS(HS)/ Anchor-Anmol Delus R/ Orient-Power Flow DBB)
S/F of Call bell/Buzzer(Ding dong type) ISI marked suitable for DC/AC single phase 230 volts complete as required. (1.30)
S/F of 18-25 wt. LED single strip tube. Light fittingwith all accessories & connection (make Havels/HPL/Crompton/Polycab/PAC)
S/F of 1200mm A.C. Ceiling fan (1Star) with all accessories and connections with out fan regulator (Make:Usha-Striker One/Neo/Crompton- highspeed/Havells-Samrat ES/Anchor- Turbo Speed Star/Orient-Summer Breeze Pro/ Great White-ALDOUS/Pollycab-Vital HS)
Fixing /I.T.C. of stepped type Modular regulator (1.25a)
S/F of 20mm dia down rod with all accessories (1.39+1.41)
Supply & fixing of superior type C.I bulk head fitting with 9W Led Bulb for general domestic use ISI marked square / oval type with premetallic glass cover provided with galvanized steel wire guard including necessary connections. ( M-5 )
S/F of 60 wt. LED St. Light fitting with LED Electronic driver with all accessories & connection( Make- Crompton/Phillips/HPL/Polycab/Havells )
S/F of 12w Watt LED Bulb
S/F of 1650VA/12V Inverter with 1 no 180Ah battery including trolley arrangement (Make: V-Guard/ Microtake/ Luminous
S/F of 18W LeD Squre (12"×12") LSDSMN-12W-WW with surface Panel rings (Havels/crompton/philips/panasonic)
Provision of 40mm dia HDPE pipe for laying & protection of cable
S/F of 15 litre water geyser. Make-( V-Guard, Havells,Crompton,Bajaj).
Cables
S/F of 6 sqmm twin core unbonded aluminium service connection wire with no.10 G.I. Guard wire to support the aluminium wire
Provision of Armoured cable size 2x6sqmm (15)
Laying of MV cable upto 25sqmm in ground (5.1.1)
Laying of MV cable upto 25sqmm on surface (5.5.1)
Area lightings
Supply & Instalation of 6 meter HDG octagonal Pole shall be designed to withstand the maximum wind speed as per IS 875.(Top 70 mm & Bottom 130mm of 3 mm thick) The poles shall with average coating thickness of 70 micron. The pole shaft shall have octagonal cross section and shall be continuously tapered with single longitudinal welding (MAKE-Bajaj/Utkarsh )with single arm detachable 1.5 Mtr Bracket (suitable for 70mm top). The Base Plate (225X225X16mm) with 4 nos of plinth Foundation bolts (20 mm dia 700mm Length) to be mounted on concrete Foundation (1'X1'X4' high) usng HYSD steel reinforced for errection of Pole firmly with junction box, DP MCB & coil earthing as per direction of Engineer in Charge
Supply & Instalation of 6 meter HDG octagonal Pole (Top 70 mm & Bottom 130mm of 3 mm thick) with double arm detachable ring type Bracket suitable to hold the light fitting on 1500mm long beacket . The Base Plate (220X220X12mm) with 4 nos of plinth Foundation bolts(20 mm dia 600mm Length) to be mounted on concrete Foundation (1.5'X1.5'X4' high) usng HYSD steel reinforced for errection of Pole firmly as per direction of Engineer in Charge.
PH WORKS
Earthwork in all kinds of soil in excavation of foundation trenches within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth etc all complete as per direction of the E.I.C. (50 user 1 Nos)
PH WORKS
Initial lift upto 1.5 mtr
1 x 5.80 m x 3.20 m x 1.50 m=27.84 cum
From 1.5 mtr to 3.0 mtr depth
1 x 5.80 m x 3.20 m x 1.50 m=27.84 cum
Supplying all materials, labour, T&P and filling in foundation and plinth with river sand well watered and rammed including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per the direction of the E.I.C.
1 x 5.80 m x 3.20 m x 0.15 m=2.784 cum
Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 40mm H.G metal including watering, curing and conveyance of all materials to site payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
Supplying all materials, labour, T&P and providing plain cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
1 x 5.80 m x 3.20 m x 0.10 m=1.856 cum
1 x 4.00 m x 1.40 m x 0.038 m = 0.212 Cum
Supplying all materials,labour, T&P and providing Brick work with K.B.Brick having crushing strength not less than 75 Kg/CM2 with dimensional tolerence of +/- 8% in C.M including watering, curring, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
In Foundation and Plinth in C:M (1:4)
2 x ( 5.50 + 1.40 ) m x 0.75 m x 0.75 m = 7.762 cum
2 x ( 5.26 + 1.40 ) m x 0.63 m x 0.75 m = 6.293 cum
2 x ( 5.00 + 1.40 ) m x 0.50 m x 0.75 m = 4.80cum
2 x ( 4.70 + 1.40 ) m x 0.35 m x 0.75 m = 3.202cum
In Foundation and Plinth in C:M (1:6)
1 x 0.50 m x 0.50 m x 0.50 m = 0.125cum
Supplying all materials, labour, T&P and providing cement plaster on brick/stone work including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
12 mm thick C.P in C:M (1:3)
2 x ( 4.00 + 1.40 ) m x 3.00 m =32.40sqm
1 x 4.00 x 1.40 m = 5.60 sqm
2 x ( 4.70 + 2.10 ) m x 0.75 m =10.20sqm
4 x 0.50 x 0.50 m = 1.00 sqm
Supplying all materials, labour, T&P and providing cement punning on plastered surface including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
Same as above item 20mm C.P in 1:3
Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for RCC work including false work and dismantling them after casting including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
2 x ( 4.70 + 2.10 ) m x 0.15 m = 2.04 sqm
1 x 4.00 m x 1.40 m = 5.60 sqm
Supplying all materials, labour, T&P and providing M.S.reinforcements for RCC work including cutting, bending, binding, straightening and tying the grills and placing in position including cost of binding wire 18 to 20 gauge conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
Supplying all materials, labour, T&P and providing Reinforced cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc
all complete as per P.H specification and direction of the E.I.C.
1 x 4.70 m x 2.10 m x 0.15 m =1.48 Cum
Supplying all materials, labour, T&P and making M.S. Step Iron in 8mm Dia M.S Steel bars and fixing into walls of Manhole/ Septic Tanks duly embeded in C.C(1:2:4) etc all complete as per P.H specification and direction of the E.I.C.
Supplying all materials, labour, T&P and providing 50mm thick pre-cast R.C.C. baffle wall in R.C.C(1:1.5:3) including reinforcement cage using 12mm size HG chips fitted and fixed in position, finished smooth etc. complete including cutting grooves and mending good the damages etc all complete as per P.H specification and direction of the E.I.C.
Supplying all materials, labour, T&P and providing 160mm dia P.V.C Tee inside the septic tank including cutting holes and duly embeded in P.C.C(1:1.5:3) using 12mm size HG chips fitted and fixed in position and mending good the damages etc all complete as per P.H specification and direction of the E.I.C.
Supplying all materials, labour,T&P and providing 12mm thick cement flush pointing in C:M (1:3) to Brick Masonry works including watering curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
2 x ( 5.50 + 2.90 ) m x 0.75 m = 12.60 Sqm
2 x ( 5.26 + 2.66 ) m x 0.75 m =11.88Sqm
2 x ( 5.00 + 2.40 ) m x 0.75 m =11.10Sqm
2 x ( 5.50 + 2.66 ) m x 0.12 m =1.95Sqm
2 x ( 5.26 + 2.40 ) m x 0.13 m =1.99Sqm
2 x ( 5.00 + 2.10 ) m x 0.15 m =2.13Sqm
Supplying all materials, labour,T&P and filling Foundation and Plinth with excavated earth including watering, ramming etc all complete as per direction of the E.I.C.
Providing fitting fixing Al door with anodized Al door section of 9202 as vertical member, 9201 as top, 9200 as bottom and middle member with frame section as 9221 with tapered clip no 4660 and frame to be completed by means of jointing angle no 1855 including cost of labour T&P hire charges of drilling machine labour charges etc complete with cost of laminated board. and as per direction of the Engineer in charge.
Supplying all materials, labour, T&P and cutting holes through brick/stone masonary works including making good the damages in cm (1:4) for taking GI / PVC pipes and making good the damages etc all complete as per P.H specification and direction of the E.I.C. a) 250mm to 375mm thick wall
Cutting Grooves in wall or floor
Supplying all materials, labour T&P and fitting and fixing 10 Ltrs capacity PVC low level flushing cistern with a pair of C.I. or M.S.brackets complete with fittings such as syphonic arrangement, 15mm nominal size Brass/PVC ball valve with polythene float, CP/Brass handle, unions and couplings for connection with inlet, outlet, overflow pipes, 32mm dia PVC flush bend, 15mm dia PVC connection pipes including cutting holes and making good the same and connecting the flush bend with cistern and closet and connecting inlet pipe with supply main with etc all complete as per specification and direction of the E.I.C (PARRYWARE, CERA, HINDWARE)
Supplying all materials, labour, T&P and fixing wash down water closet(E.W.C) with integral 'S' or 'P' trap to the floor with wooden plug and C.P screw including jointing the trap with soil waste pipe in C.M(1:1) etc all complete as per specification and direction of the E.I.C. (PARRYWARE, CERA, HINDWARE)
Supplying all materials, labour, T&P and fixing wash kitchen sink/laboratory sink with C.I/M.S brackets paintedwhite including holes in walls and making good the damages etc all complete as per specification and direction of the E.I.C. 600x450x200 mm mm stainless steel kitchen sink
Supplying all materials, labour T&P and fixing wash basins with C.I. or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing 32mm dia CP brass waste, etc all complete as per specification and direction of the E.I.C. a).550mmx400mm W.H.basin (PARRYWARE, CERA, HINDWARE)
Supplying all materials, labour, T&P and constructing Gully Trap chamber of the following inside size with 8 cm thick precast cover slab in CC (1:1.5:3) mix using 12 mm size H.G chips, foundation concrete (1:3:6) using 40 mm size HG metal on bed and around trap , !st class KB Brick work in CM (1:6) in F & P and inside 12 mm thick cement plaster (1:3) finished with a floating coat of neat cement including fixing 100mmx100mm size HCI gully trap 150mmx150mm size C.I grating etc. all completed as per approved drawing, specification and direction of E.I.C. (a).Inside size 250mmx250mm
Supplying all materials, labour, T&P and constructing Inspection Chamber of the following sizes with cement concrete (1:3:6) using 40 mm size HG metal on bed, 1st class KB Brick work in CM (1:6) moulding and shaping the channel inside and benching with C:C (1:1.5:3) using 12 mm size H.G chips, 12 mm thick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, RCC cover slab in C.C(1:1.5:3) using 12 mm size H.G chips with RCC man hole cover, earth work excavation in all kinds of soil and refilling the cavity around the chamber including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per approved specification and direction of E.I.C Inside size 760mm x 760mm x 460mm
Supplying all materials, labour, T&P and constructing soakway pit of the following size with dry brick walling from bottom upto invert of inlet pipe and 1st class KB brick work in CM (1:6) for the remaining height at top, 12mm thick Cement Plaster (1:4) inside and outside over masonry brick work, gravel packing in the rear of well steining, RCC cover slab in CC (1:1.5:3) using 12mm HG chips, fitted with iron lifting handles including earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per approved specification and direction of the E.I.C. Construction of Soak way Pit (1.40 m dia x 2.00m Deep)
Supplying all labour.materials T&P and laying of U-PVC soil waste pipe of the following internal diametre confirming to I.S.in trenches of the depth upto 1,2mtr including jointing with supply of approved rubber, lubricant by non - heat application method on beding with 150mm thick C.C.(1:3:6) using h.g. metal of 25mm to 40mm and then making allround encasing including earth work excavation in all kinds of soil , refilling the trenches , watering, curring, conveyance of all materials to site , payment of royality , taxes etc. and testing all complete as per P.H. Specification and direction of E.I.C. 110mm dia.with haunch top encasing.
Supplying all materials, labour, T&P and laying in trenches 4kg/cm2 U-PVC SWR soil waste ventilating pipes for sewer line of following dia in trenches (to slope or level)and jointing with supply of approved solvent cement by non-heat application method C.C (1:3:6) using 40mm size hard granite metal on bed of the trenches and all round concrete encashing with C:C (1:4:8) using 40 mm size H.G. metal, earthwork in excavation in trenches in all kinds of soil, refilling the same in a layer of 0.30mtr with watering, ramming and removing of surplus earth, testing the S.W. pipeline etc. all complete as per approved drawing, specification and direction of the E.I.C. 160 mm dia PVC Pipe all round
Supplying all materials, labour, T&P and providing, laying soakway gallary with SW/PVC pipes, jointing lead loose packed allround with stone boulders 50mm to 150mm other than granite, covered at top with a layer of flat tiles 300mmx300mmx25mm including earthwork in excavation of trenches in all kinds of soil to an average depth of 1.5 mtr, covering of earth at the gallary top etc. all complete as per approved drawing and direction of the E.I.C.
160 mm dia PVC gallary
Supplying all materials, labour, T&P and fitting and fixing Brass/CP fittings of the following nominal bore with supply of all jointing materials etc. all complete as per specification and the direction of the E.I.C. (JAQUAR/ HINDWARE) A) 15mm dia CP Bib Cock (long Body)
15mm dia CP Bib Cock (Sort Body)
15mm dia CP Two way angle/Bib Cock
15mm dia CP Angle Stop Cock
15mm dia CP flange
15 mm dia CP Pillar Cock long neck
25mm dia brass or gun metal fullway valve
32mm dia brass or gun metal fullway valve
15 mm C.P Extension piece 50 mm long
15mm dia CP Health Fuccet
15mm x 225mm long size CP shower arm
a) Fixing of 20mmx450mm long CP towel rail
CP towel ring
450mmx125mm size plate Acrylic shelf
fixing CP soap holder
Fixing of Glass Mirror 600mmx450mm size B.E mirror (fixed type)
Supplying all materials, labour, T&P and fitting and fixing U-PVC soil waste ventilating pipes of and fittings of the following outside diameter of 4kg/cm2 conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing etc all complete as per P.H specification and direction of the E.I.C.
110mm dia PVC SWR pipe
110mm dia Plain bend
110mm U-PVC door bend
110mm U-PVC door Tee
110mm dia cowl
125mm dia CP grating
110mm dia PVC P trap
110mm dia U-PVC socket plain
Supplying all materials, labour, T&P and providing and fixing to wall or ceilling and floor PVC pipes conforming to (Sch-80) and pipe fittings of the following nominal bore with clamps including making good the wall, ceiling and floor testing etc all complete as per P.H specification and direction of the E.I.C. a) 20mm dia C-PVC pipe (Internal)
25mm dia C-PVC pipe (external)
32mm dia C-PVC pipe (external)
Supplying all materials, labour, T&P and Fitting and Fixing of PVC water storage tank including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jamnuts, including hoisting upto a height of 5 mtr above G.Land placing the tank in required position including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. 2000 Ltr capacity Sintex tank
Supplying all materials, labour, T&P and construction of masonry staging with providing 1st class K.B. Brick work in C.M.(1:6) of 0.46mtr height in staging, 12 mm cement plaster in C.M (1:6), R.C.C. Beam of 0.25mx0.30mx2.60m & roof slab of 1.40mx1.40m in C.C (1:1.5:3) using 12mm size H.G.Chips including centering, shuttering, bending and binding of rod etc watering, curring, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. 2000 Ltr capacity
SINKING OF TW Labour for drilling a perfectly vertical bore hole at specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or combination rigs as required to suit the site condition as per the direction of the Engineer-in-charge including use of own rigs with its accessories, tools and plants and consumables etc for lowering of 200 mm dia P.V.C/G.I/MS pipes for housing fitted socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/P.V.C/M.S casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of the tubewell) Drilling of 150mm X 125mmdia bore-
Lowering of the following size G.I/P.V.C pipes with or without slotted pipes as per the necessary from ground level upto 30 mtrs depth and fitted and fixed up in perfectly vertical position including cutting and threading pipes and slotted pipe and supplying and fixing all jointing materials, tools and plants complete and keeping the top of the casing pipe threaded including plugging tubewell to prevent entry of foreign materials from above. a) Lowering of 150mm dia PVC pipe (Labour)
Cost of 150mm dia PVC pipe (Sch-80-ISI mark)
Cleaning and developing the tube well using their own compressor continuously worked till clean and adequate discharge is obtained from the tubewell including supply and use of all necessary equipments and labour as per the direction of Engineer-in-charge.
Installation of pump set Supply of ISI mark 1.00 HP single phase vertical submersible pump set with discharge of 1800-2200 ltr/hour and a head of 45-60 Mtr of reputed make like KSB/TEXMO and equivlant including all cost conveyance and taxes etc all complete as per the direction of E.I.C.
Supplying all labour, T&P and fitting abnd fixing of 1.00 HP single phase vertical submersible pump set with commissioning and testing etc all complete as per the direction of E.I.C.
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