Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.8 CrAccepted-Finance | ₹13.8 Cr | 1 | Accepted-Finance BEING L1 |
| 2 | 2₹13.8 CrRejected-Finance PLOT NO VIM 844 SAILASHREE VIHAR CHANDRASEKHARPUR BHUBANESWAR 751016 | BHUBANESWAR | KHORDHA | ODISHA | 751016 | ₹13.8 Cr | 2 | Rejected-Finance NOT BEING L1 |
| 3 | 3₹13.8 CrRejected-Finance | ₹13.8 Cr | 3 | Rejected-Finance NOT BEING L1 |
| 4 | 4₹14.2 CrRejected-Finance PLOT NO 203 ROAD NO 5 LANE 7 MAHADEV NAGAR JHARPADA BHUBANESWAR 751006 | KHORDHA | ODISHA | 751006 | ₹14.2 Cr | 4 | Rejected-Finance NOT BEING L1 |
| 5 | 5₹14.6 CrRejected-Finance | ₹14.6 Cr | 5 | Rejected-Finance NOT BEING L1 |
Tender Value
₹16.2 Cr
EMD Value
₹16.2 L
Closing Date
11 Dec 2025, 5:00 pmClosed
GM(C), OMC Ltd.
Office of the GM(C), OMC Ltd., Bhubaneswar
Construction of 200 seated boys hostel and 200 seated girls hostel at OMAV-Jeypore campus in the district of Koraput.
2025_OMC_121238_13
NIT No.15/OMC/CIVIL/2025
Open Tender
Civil Works - Buildings
548 days
JEYPORE
RC, EPF Regd., GSTN, PAN, Registration in CDMS portal, Affidavits, experience, etc. as per DTCN requirements.
2 documents required · 2 mandatory
₹11,800
₹16.2 L
Yes
10 Mar 2026
17 Nov 2025
12 Dec 2025
17 Nov 2025
11 Dec 2025
17 Nov 2025
rol system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall confirm to ASTM 6063). External Wall Joint of 100 mm gap
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 the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of walls and floors along with external perimeter of the building, expansion joints, 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 cost of all materials, labour, taxes, etc. complete.
Painting two coats with approved brand of synthetic enamel paint of approved shade and quality to iron/wood works including cost of paint, primer, putty, scaffolding, T&P, cost, conveyance, cost of all materials and cost of all labour required for the work etc. complete as per the direction of EIC. In 2nd Floor
NIT No: 15/OMC/CIVIL/2025
Earth Filling in foundation and plinth with excavated earth including laying, watering and ramming inclusive of all cost of labour , T&P required for the work etc. complete as per direction of EIC.
Filling in foundation and plinth with river sand,well watered, rammed including cost,conveyance,royalities of materials, cost of all labour and T & P required for the work etc. complete as per direction of Engineer in-charge.
Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm Nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved qry including laying in the layers Eacht exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. .
Supplying, fixing and testing PVC multi floor trap with SS frame and cover 75mm dia outlet fixed on a bed of cement concrete with (Heavy duty type) etc., complete. 40mm x 75 mm dia ASTRAL -M252003207
Supplying, fixing and testing PVC Nahani trap with SS frame and cover 75mm dia outlet fixed on a bed of cement concrete with (Heavy duty type) etc., complete. ASTRAL-M252007006 75 mm dia
Supply & Delivery installation & commissioning of LED flood light fitting 350 watt system efficacy not less than 110 Lumen per watt, , IP - 66 protection and 10 KV surge protector. this item must have pressure die-cast al.houing , lens and toughened glass cover. (Flood light) (TERRECE) MAKE: HAVELLS/ K-LITE/ CROMPTON
Painting two coat with approved brand of synthetic enamel paint of approved shade and quality over a coat of primer over old/new wood and iron works including cost of paint, scaffolding, T&P, cost, conveyance, cost of all materials and cost of all labour required for the work etc. complete as per the direction of EIC. (Paints of Burger/Nerolac/J&N /Asian/ ICI Brand is to be used.)
Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer in-charge. (Internal Wall & ceiling of Expansion Joint)
Providing & laying cement concrete of prop. (1:4:8) in foundation bed and floors using 40mm Nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved qry including laying in the layers Eacht exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. (Drain Base)
Brick work in Super-Structure with flyash bricks of size 25x12x8cm in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. In Ground Floor
Brick work in Super-Structure with flyash bricks of size 25x12x8cm in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. In 1st Floor
Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm Nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved qry including laying in the layers Eacht exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. (Septic Tank & other Base)
Supplying all materials, labour, T&P and fixing standard sized Chromium Plated Shower of Hindware/Jaquar/Parryware complete with Chromium Plated brass brackets fixed to wooden plugs with Chromium Plated brass screws as per specification and direction of the Engineer in charge. SHOWER HEAD,SHOWER ARM, CONCEALED STOP COCK. (OHS 1789/SHA477/ FLR5083NK/ALD089
Clearing grass and removal of rubbish outside the periphery of the area and complete the work in all espect as directed by EIC.
Construction of single pile foundation having dia 375mm with RCC M-30 grade concrete using black hard granite Crushed.Broken Chips including cost of boring but excluding cost of MS or TOR steel ETC Complete. N.B. a) The rate is applicable for length of piles upto 6.0M. b) In case of underiming of pile is required the conctractor has to execute it in the same cost and no additional payment shall be paid. c) no payment shall be made for failed piles. d) No payment shall be made for braking ofr pile head for construction of pile cap.
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Column. G Floor
Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Initial test Load
Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Routine test Load
Earth work Excavation, loading, unloading and carriage by mechanical means of ordinary soil all lifts and leads including trimming of slopes and bed to design section and depositing the excavated materials away from work site (within an initial lead of 1km from the place of excavation), T&P, shoring and shuttering and dewatering if required etc, completed as directed by the Engineer in-charge.
R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills in Parapet Copping. In 2nd Floor
R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills in Parapet Copping. In 3rd Floor
R.C.C. work of M-20 having minimum compressive strength of 200kg./c
m2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills in 125mm thick Fly ash brick Work (2 Layer -75mm thk each layer). In Ground Floor
R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills in 125mm thick Fly ash brick Work (2 Layer -75mm thk each layer). In 1st Floor
R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills in 125mm thick Fly ash brick Work (2 Layer -75mm thk each layer). In 2nd Floor
Brick work in Foundation / Sub-Structure with flyash bricks of size 25x12x8cm in cement mortar (1:4) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge Foundation and Plinth.
Brick work in Super-Structure with flyash bricks of size 25x12x8cm in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. In 2nd Floor
Brick work in Super-Structure with flyash bricks of size 25x12x8cm in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. In 3rd Floor
Half brick masonry with Fly Ash bricks of size 25x12x8cm cement mortar (1:4) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge in superstructure above plinth level up to floor V level.
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Foundation / Pile Cap
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Column. 1st Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Column. 2nd Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P
etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Column. 3rd Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Plinth Beam
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Lintel. G Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Lintel. 1st Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Lintel. 2nd Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Roof Beam. G Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Roof Beam. 2nd Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Roof Beam. 1st Floor
Supplying HYSD bars of approved quality size and grade and cutting, bending, binding and tying the grills in proper position as required for the RCC work in all floors, including cost, conveyance of HYSD bars Fe500 and above including binding wires of 18 to 20 gauge and cost of labour,T & P and other materials complete in all respact as directed by the EIC.. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire, over lap, chairs will not be considered for measurement. in 3rd Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. In Roof Beam. 3rd Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost,
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. in Chajja G Floor
conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. in Chajja 1st Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. in Chajja 2nd Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. in Chajja 3rd Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. in Staircase G Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. in Staircase 1st Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. in Staircase 2nd Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. in Roof Slab G Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. in Roof Slab 1st Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. in Roof Slab 2nd Floor
R.C.C. work of M-30 having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cos t of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. in Roof Slab 3rd Floor
Supplying HYSD bars of approved quality size and grade and cutting, bending, binding and tying the grills in proper position as required for the RCC work in all floors, including cost, conveyance of HYSD bars Fe500 and above including binding wires of 18 to 20 gauge and cost of labour,T & P and other materials complete in all respact as directed by the EIC.. (Linear measurements will be taken & quantity
will be calculated on standard weight. Weight of binding wire, over lap, chairs will not be considered for measurement. in G Floor
Supplying HYSD bars of approved quality size and grade and cutting, bending, binding and tying the grills in proper position as required for the RCC work in all floors, including cost, conveyance of HYSD bars Fe500 and above including binding wires of 18 to 20 gauge and cost of labour,T & P and other materials complete in all respact as directed by the EIC.. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire, over lap, chairs will not be considered for measurement. in 2nd Floor
Supplying HYSD bars of approved quality size and grade and cutting, bending, binding and tying the grills in proper position as required for the RCC work in all floors, including cost, conveyance of HYSD bars Fe500 and above including binding wires of 18 to 20 gauge and cost of labour,T & P and other materials complete in all respact as directed by the EIC.. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire, over lap, chairs will not be considered for measurement. in 1st Floor
12mm (1/2") thick cement plaster (1:6) for finished smooth to inside masonry surface of brick walls after racking out the joints including watering and curing etc. comp. with cost conveyance, royalty of all materials and cost of all labour, T&P scaffolding required for the work complete as per the direction of EIC. in G Floor
12mm (1/2") thick cement plaster (1:6) for finished smooth to inside masonry surface of brick walls after racking out the joints including watering and curing etc. comp. with cost conveyance, royalty of all materials and cost of all labour, T&P scaffolding required for the work complete as per the direction of EIC. in 2nd Floor
12mm (1/2") thick cement plaster (1:6) for finished smooth to inside masonry surface of brick walls after racking out the joints including watering and curing etc. comp. with cost conveyance, royalty of all materials and cost of all labour, T&P scaffolding required for the work complete as per the direction of EIC. in 1st Floor
12mm (1/2") thick cement plaster (1:6) for finished smooth to inside masonry surface of brick walls after racking out the joints including watering and curing etc. comp. with cost conveyance, royalty of all materials and cost of all labour, T&P scaffolding required for the work complete as per the direction of EIC. in 3rd Floor
16mm (5/8") thick cement plaster (1:6) for finished smooth to outside masonry surface of brick walls after racking out the joints including watering and curing etc. comp. with cost conveyance, royalty of all materials and cost of all labour, T&P scaffolding required for the work complete as per the direction of EIC. in G Floor
16mm (5/8") thick cement plaster (1:6) for finished smooth to outside masonry surface of brick walls after racking out the joints including watering and curing etc. comp. with cost conveyance, royalty of all materials and cost of all labour, T&P scaffolding required for the work complete as per the direction of EIC. in 1st Floor
16mm (5/8") thick cement plaster (1:6) for finished smooth to outside masonry surface of brick walls after racking out the joints including watering and curing etc. comp. with cost conveyance, royalty of all materials and cost of all labour, T&P scaffolding required for the work complete as per the direction of EIC. in 2nd Floor
16mm (5/8") thick cement plaster (1:6) for finished smooth to outside masonry surface of brick walls after racking out the joints including watering and curing etc. comp. with cost conveyance, royalty of all materials and cost of all labour, T&P scaffolding required for the work complete as per the direction of EIC. in 3rd Floor
6mm thick cement plaster (1:4) to RCC surfaces after necessary cleaning and scrapping the RCC surface including watering and curing and cost with cost , carriage of all materials and cost of all labours, T&P required to complete as per direction of EIC. in G Floor
6mm thick cement plaster (1:4) to RCC surfaces after necessary cleaning and scrapping the RCC surface including watering and curing and cost with cost , carriage of all materials and cost of all labours, T&P required to complete as per direction of EIC. in 1st Floor
6mm thick cement plaster (1:4) to RCC surfaces after necessary cleaning and scrapping the RCC surface including watering and curing and cost with cost , carriage of all materials and cost of all labours, T&P required to complete as per direction of EIC. in 2nd Floor
6mm thick cement plaster (1:4) to RCC surfaces after necessary cleaning and scrapping the RCC surface including watering and curing and cost with cost , carriage of all materials and cost of all labours, T&P required to complete as per direction of EIC. in 3rd Floor
Finishing wall surface with powder wall putty of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials , labour T & P etc complete as per direction of Engineer-in-charge. in G Floor
Finishing wall surface with powder wall putty of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials , labour T & P etc complete as per direction of Engineer-in-charge. in 1st Floor
Finishing wall surface with powder wall putty of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials , labour T & P etc complete as per direction of Engineer-in-charge. in 2nd Floor
Finishing wall surface with powder wall putty of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials , labour T & P etc complete as per direction of Engineer-in-charge. in 3rd Floor
Providing Granite stone prepolished 20mm thick of area above 0.40 Sqm in flooring of approved quality, colour and size in floors, treads on steps and landings with moulding edge & Grooving etc.on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with neat white cement slurry jointing the tile with neat white cement slurry mixed with required quantities of pigments of approved marks to match the shades of the granite tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties of all materials, cost of all labour, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. In G Floor
Providing & Applying priming one coat with Cement base primer of approved brand and manufacture on plaster/putty surface as per the instruction of Engineer-In-Charge at all elevations including cost of all material & labour T & P etc complete as per direction of Engineer-in-charge. in G Floor
Providing & Applying priming one coat with Cement base primer of approved brand and manufacture on plaster/putty surface as per the instruction of Engineer-In-Charge at all elevations including cost of all material & labour T & P etc complete as per direction of Engineer-in-charge. in 1st Floor
Providing & Applying priming one coat with Cement base primer of approved brand and manufacture on plaster/putty surface as per the instruction of Engineer-In-Charge at all elevations including cost of all material & labour T & P etc complete as per direction of Engineer-in-charge. in 2nd Floor
Providing & Applying priming one coat with Cement base primer of approved brand and manufacture on plaster/putty surface as per the instruction of Engineer-In-Charge at all elevations including cost of all material & labour T & P etc complete as per direction of Engineer-in-charge. in 3rd Floor
Preparing surface and painting with two or more coats of interior Plastic Emulsion Paints of approved make & shade as per the instructions of the manufacturers; giving uniform shade etc in walls & ceiling etc. over interior wall & ceiling primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Charge. in G Floor
Preparing surface and painting with two or more coats of interior Plastic Emulsion Paints of approved make & shade as per the instructions of the manufacturers; giving uniform shade etc in walls & ceiling etc. over interior wall & ceiling primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Ch
arge in 1st Floor
Preparing surface and painting with two or more coats of interior Plastic Emulsion Paints of approved make & shade as per the instructions of the manufacturers; giving uniform shade etc in walls & ceiling etc. over interior wall & ceiling primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Charge. in 2nd Floor
Preparing surface and painting with two or more coats of interior Plastic Emulsion Paints of approved make & shade as per the instructions of the manufacturers; giving uniform shade etc in walls & ceiling etc. over interior wall & ceiling primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Charge. in 3rd Floor
Providing and applying to outside walls with two or more coats of Anti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-in-charge at all elevations including all material labour complete.in G Floor
Providing and applying to outside walls with two or more coats of Anti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-in-charge at all elevations including all material labour complete. in 1st Floor
Providing and applying to outside walls with two or more coats of Anti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-in-charge at all elevations including all material labour complete.in 2nd Floor
Supplying , fitting and fixing vitrified tile (Matt) of premium grade in floor having thickness of 8mm to 10mm conforming to IS 13756 of 600mm x 600mm of approved quality and shade on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with epoxy grout with required quantities of pigments of approved marks to match the shades of the vitrified tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge. in G Floor
Providing and applying to outside walls with two or more coats of Anti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-in-charge at all elevations including all material labour complete.in 3rd Floor
Supplying , fitting and fixing vitrified tile (Matt) of premium grade in floor having thickness of 8mm to 10mm conforming to IS 13756 of 600mm x 600mm of approved quality and shade on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with epoxy grout with required quantities of pigments of approved marks to match the shades of the vitrified tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge. in 1st Floor
Supplying , fitting and fixing vitrified tile (Matt) of premium grade in floor having thickness of 8mm to 10mm conforming to IS 13756 of 600mm x 600mm of approved quality and shade on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with epoxy grout with required quantities of pigments of approved marks to match the shades of the vitrified tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge. in 2nd Floor
Providing & Fixing tiles of 600 x 300mm special plain/ printed series ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13755 of approved make in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and cleaning .work complete in all respect as per specification and direction of Engineer-in-charge. In 2nd Floor
Supplying , fitting and fixing Kota Tiles of minimum 16 mm thick of area above 0.10 Sqm in flooring of approved quality laid on 20 mm thick cement mortar 1:4 (1cement: 4coarse sand) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with epoxy grout with required quantities of pigments of approved marks to match the shades of the vitrified tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge in G Floor
Providing Granite stone prepolished 20mm thick of area above 0.40 Sqm in flooring of approved quality, colour and size in floors, treads on steps and landings with moulding edge & Grooving etc.on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with neat white cement slurry jointing the tile with neat white cement slurry mixed with required quantities of pigments of approved marks to match the shades of the granite tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties of all materials, cost of all labour, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. In 1st Floor
Supplying , fitting and fixing vitrified tile (Matt) of premium grade in floor having thickness of 8mm to 10mm conforming to IS 13756 of 600mm x 1200mm of approved quality and shade on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with epoxy grout with required quantities of pigments of approved marks to match the shades of the vitrified tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge. G Floor
Providing & Applying priming coat with ready mixed pink or gray primer of approved brand and manufacture on Iron work (hard and soft wood) as per the instruction of Engineer-In-Charge at all elevationsincluding cost,conveyance of materials cost of all labour,T & P etc. required complete as per direction of EIC. in 2nd Floor
Providing Granite stone prepolished 20mm thick of area above 0.40 Sqm in flooring of approved quality, colour and size in floors, treads on steps and landings with moulding edge & Grooving etc.on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with neat white cement slurry jointing the tile with neat white cement slurry mixed with required quantities of pigments of approved marks to match the shades of the granite tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties of all materials, cost of all labour, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. In 2nd Floor
Providing edge moulding to 20 mm thick Granite stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. In all Floors
Supplying all materials, labour, T&P and fixing antiskid Ceramic floor tile of 300mmx300mm size of approved brand and shade on 25mm thick cement mortar (1:4) (1 cement:4 sand)jointed with neat cement, slurry mixed with pigment to match the shed of tiles complete as per specification and direction of EIC including cost, carriage of all materials cost of all labour, T&P required to complete the work. in G Floor
Supplying all materials, labour, T&P and fixing antiskid Ceramic floor tile of 300mmx300mm size of approved brand and shade on 25mm
thick cement mortar (1:4) (1 cement:4 sand)jointed with neat cement, slurry mixed with pigment to match the shed of tiles complete as per specification and direction of EIC including cost, carriage of all materials cost of all labour, T&P required to complete the work. in 1st Floor
Supplying all materials, labour, T&P and fixing antiskid Ceramic floor tile of 300mmx300mm size of approved brand and shade on 25mm thick cement mortar (1:4) (1 cement:4 sand)jointed with neat cement, slurry mixed with pigment to match the shed of tiles complete as per specification and direction of EIC including cost, carriage of all materials cost of all labour, T&P required to complete the work. in 2nd Floor
Supplying , fitting and Fixing vitrified tile (Matt) of premium grade in dado/ skirting using vitrified tiles having thickness of 8mm to 10mm conforming to IS 13756 of 600mmx600mm of approved quality on 12mm thick bed of cement mortar of mix (1:3) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with epoxy grout with required quantities of pigments of approved marks to match the shades of the vitrified tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge. in G Floor
Supplying , fitting and Fixing vitrified tile (Matt) of premium grade in dado/ skirting using vitrified tiles having thickness of 8mm to 10mm conforming to IS 13756 of 600mmx600mm of approved quality on 12mm thick bed of cement mortar of mix (1:3) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with epoxy grout with required quantities of pigments of approved marks to match the shades of the vitrified tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge. in 1st Floor
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white color and other side of board laminted with PVC foil of minimum 14 micron thickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge.
Supplying , fitting and Fixing vitrified tile (Matt) of premium grade in dado/ skirting using vitrified tiles having thickness of 8mm to 10mm conforming to IS 13756 of 600mmx600mm of approved quality on 12mm thick bed of cement mortar of mix (1:3) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with epoxy grout with required quantities of pigments of approved marks to match the shades of the vitrified tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge.. in 2nd Floor
Supplying , fitting and Fixing Kota Tiles of minimum 16 mm thick of area above 0.10 Sqm in flooring of approved quality on 12mm thick bed of cement mortar of mix (1:3) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with epoxy grout with required quantities of pigments of approved marks to match the shades of the vitrified tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge.. in G Floor
Providing and fixing of ALMIRAH Door for RCC Shelve with 19mm ply in front and fixed on double layer ply frame work and finishing with 1mm thick laminates(all visible sides), 0.8 mm laminates for inner surface, including SS hinges , Handle and Tower Bolt along with special quality bright finished brass cupboard or wardrobe locks with four levers of approved quality including necessary screws etc. complete. The side gape should be fill with silicon base filler materials.
Providing Granite stone prepolished 20mm thick of area above 0.40 Sqm in dado and skirting of approved quality, colour and size with moulding edge & Grooving etc.on 12mm thick bed of cement mortar of mix (1:3) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with neat white cement slurry jointing the tile with neat white cement slurry mixed with required quantities of pigments of approved marks to match the shades of the granite tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties of all materials, cost of all labour, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. in G Floor
Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall confirm to ASTM 6063). Floor Joint of 100 mm gap
Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall confirm to ASTM 6063). Roof Joint of 100 mm gap
Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion cont
Providing Granite stone prepolished 20mm thick of area above 0.40 Sqm in dado and skirting of approved quality, colour and size with moulding edge & Grooving etc.on 12mm thick bed of cement mortar of mix (1:3) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with neat white cement slurry jointing the tile with neat white cement slurry mixed with required quantities of pigments of approved marks to match the shades of the granite tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties of all materials, cost of all labour, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. in 1st Floor
Providing Granite stone prepolished 20mm thick of area above 0.40 Sqm in Ramp of approved quality, colour and size with moulding edge & Grooving etc.on 12mm thick bed of cement mortar of mix (1:3) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with neat white cement slurry jointing the tile with neat white cement slurry mixed with required quantities of pigments of approved marks to match the shades of the granite tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties of all materials, cost of all labour, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. in G Floor
Providing & Fixing tiles of 600 x 300mm special plain/ printed series ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13755 of approved make in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and cleaning .work complete in all respect as per specification and direction of Engineer-in-charge. In G Floor
Providing Granite stone prepolished 20mm thick of area above 0.40 Sqm in dado and skirting of approved quality, colour and size with moulding edge & Grooving etc.on 12mm thick bed of cement mortar of mix (1:3) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with neat white cement slurry jointing the tile with neat white cement slurry mixed with required quantities of pigments of approved marks to match the shades of the granite tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties of all materials, cost of all labour, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. in 2nd Floor
Providing & Fixing tiles of 600 x 300mm special plain/ printed series ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13755 of approved make in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and cleaning .work complete in all respect as per specification and direction of Engineer-in-charge. In 1st Floor
Supplying,fitting,fixing M.S grill or grill gate etc. made out of structural steel angle,square bars flats as per design and drawing fixed in proper position with grouted clapms including making good to the damages of walls and floors in all floors including cost,conveyance of materials cost of all labour,T & P etc. required complete as per direction of EIC. In All Floor
Civil (Building)
Earth work Excavation, loading, unloading and carriage by mechanical means of ordinary soil all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site (within an initial lead of 1km from the place of excavation), T&P, shoring and shuttering and dewatering if required etc, completed as directed by the Engineer in-charge.
Earth Filling in foundation and plinth with excavated earth including laying, watering and ramming inclusive of all cost of labour , T&P required for the work etc. complete as per direction of EIC.
Filling in foundation and plinth with river sand,well watered, rammed including cost,conveyance,royalities of materials, cost of all labour and T & P required for the work etc. complete as per direction of Engineer in-charge.
PH Civil
Providing, lifting, hoisting and laying Reinforced cement concrete of M-20grade as per approved designs and drawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. Drain Base & Slab
Providing, lifting, hoisting and laying Reinforced cement concrete of M-20grade as per approved designs and drawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. Drain Wall
Providing, lifting, hoisting and laying Reinforced cement concrete of M-30grade as per approved designs and drawings having a minimum compressive strength (in work test) 300 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. InFoundation septic Tank
Providing, lifting, hoisting and laying Reinforced cement concrete of M-30grade as per approved designs and drawings having a minimum compressive strength (in work test) 300 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. In Slab
Providing, lifting, hoisting and laying Reinforced cement concrete of M-30grade as per approved designs and drawings having a minimum compressive strength (in work test) 300 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary incl
uding cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. In Beam
Providing, lifting, hoisting and laying Reinforced cement concrete of M-30grade as per approved designs and drawings having a minimum compressive strength (in work test) 300 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. In 3rd Floor BASE
Providing, lifting, hoisting and laying Reinforced cement concrete of M-30grade as per approved designs and drawings having a minimum compressive strength (in work test) 300 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. In 3rd FloorBEAM
Providing, lifting, hoisting and laying Reinforced cement concrete of M-30grade as per approved designs and drawings having a minimum compressive strength (in work test) 300 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. In 3rd FloorCOLUMN
Providing, lifting, hoisting and laying Reinforced cement concrete of M-30grade as per approved designs and drawings having a minimum compressive strength (in work test) 300 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. In 3rd FloorWALL
Providing, lifting, hoisting and laying Reinforced cement concrete of M-30grade as per approved designs and drawings having a minimum compressive strength (in work test) 300 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. In 3rd FloorSLAB
Supplying HYSD bars of approved quality size and grade and cutting, bending, binding and tying the grills in proper position as required for the RCC work in all floors, including cost, conveyance of HYSD bars Fe500 and above including binding wires of 18 to 20 gauge and cost of labour,T & P and other materials complete in all respact as directed by the EIC.. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire, over lap, chairs will not be considered for measurement. inGF
Supplying HYSD bars of approved quality size and grade and cutting, bending, binding and tying the grills in proper position as required for the RCC work in all floors, including cost, conveyance of HYSD bars Fe500 and above including binding wires of 18 to 20 gauge and cost of labour,T & P and other materials complete in all respact as directed by the EIC.. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire, over lap, chairs will not be considered for measurement. in3rd FLOOR
12mm thick C.P.(1:4) with neat cement punning for finished smooth to masonry surface of brick walls after racking out the joints including watering and curing etc. comp. with cost conveyance, royalty of all
materials and cost of all labour, T&P scaffolding required for the work complete as per the direction of EIC. in Ground
6mm thick C.P.(1:4) for finished smooth to masonry surface of RCC surface after necessary chipping to recieved plaster including watering and curing etc. comp. with cost conveyance, royalty of all materials and cost of all labour, T&P scaffolding required for the work complete as per the direction of EIC. in 3rd FLOOR
12mm thick C.P.(1:4) with neat cement punning for finished smooth to masonry surface of brick walls after racking out the joints including watering and curing etc. comp. with cost conveyance, royalty of all materials and cost of all labour, T&P scaffolding required for the work complete as per the direction of EIC. in Ground.3rd FLOOR
2.5 Cm. (1") thick A.S. flooring with C.C. (1:2:4) including punning using 12mm size black hard crusher broken granite chips laid over PCC (1:3:6) proper slope including rounding of corners, watering and curing with cost, conveyance, royalties of all materials and cost of all labour, T&P required for the work etc. complete as per the specification & direction of EICIn 3rd FLOOR
Coving 25x25 to be done with water proofing grout after applying a slurry coat of water proof Latex in the grove @ 1: 4 : 6( 1 part Latex: 4 Part Water: 6 Part Cement) by weight in RCC water tank .3rd FLOOR
Providing & applying Top seal 109 hi, Two Component Acrlic Cementations waterproofing coating over the injected & prepared surface @ 2.2 Kg/sqm in two coats at the dry areas as per the site condition. Lose Plaster to be removed up to the mother substrate present if any in retaining wall prior to the application of waterproofing coating.3rd FLOOR
Supplying and placing of Precast Cement Concrete Kerb Stone of size 300mmX300mmX150mm in M20 grade PCC laid manually, all complete as per drawing / design and as per direction of EIC.
Painting two coats with approved brand of synthetic enamel paint of approved shade and quality to masonry works including cost of paint, primer, putty, scaffolding, T&P, cost, conveyance, cost of all materials and cost of all labour required for the work etc. complete as per the direction of EIC. In GF
Supplying and laying of M40 grade heavy duty factory made hydraulically pressed and mechanically compacted free cast pavers of 80mm thick, approved shape and size preparation of sub base with 50mm sand and leveling,laying of interlocking paver block with sand binding and final compaction with plate vibrator finishing the surface including cutting of blocks at the edges with all labour and materials etc complete as per direction of Engineer-in-chrge.
Brick work in Super-Structure with flyash bricks of size 25x12x8cm in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. In Ground Floor
Construction of Granular Sub Base by providing close graded granular sub base (GR-II) materials by Mix in Place method and spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 & complete as per direction of EIC.
Wet Mix Macadam ( Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ( Laying Using Grader)
Construction of embankment with approved materials obtaining from borrow pit with a lead of 5.0 KM lead & all lifts transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2
Supplying & Providing filling of K. B Brick Khoa 4 Cm.size with compacting and fill the interstick by using sand or any other filling materials in sunkane complete as per drawing, design and specification, including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge.
BORE WELL
Construction of 1 nos production wells including scientific source finding through consolidated and unconsolidated rock with down the hamer drilling rig or combination rig with pvc pipe and installation of submersible pump set with all acessories Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rig or combination rig as required to suit the site condition as per the direction of the engineer in charge including use of own rig with its accessories ,tools and plant and consumables etc for lowering of 200mm/150mm dia G.I.P.V C/M.S casing pipes for housing fitted with socket and with or without well screen as for the necessity for soft ,medium,hard and boulder formation( G.I/P.V.C/M.S casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well) 200mm dia to 400mm dia in overburden portion including packing of gravel supplied by the contractor for 400mm dia bore only. 0mtr to 90mtr
Lowering the following size of G.I/P.V.C/M.S housing pipes with or without slotted pipes as per the necessity form ground level up to 45.00m depth and fitted and fixed up in perfectly vertical position including cutting and threading of pipes and dotted pipes and supplying and fixing all jointing materials, tools and plant etc all complete and keeping the top of casing pipe threaded including plugging tube wells to prevent entry of foreign materials. Casing pipe shall be paid extra. 0mtr to 60 mtr
Supplying polyvinyl chloride pipes as per ASTM-D-1785-89 having threads in accordance with DIN 2999 part-1/DIN-42225 PART-II specification length of pipe (laying length) will be 3 mtrs.The pipes shall be supplied with both external threaded with free socket. The pipe having external thread at one end i.e. female & or belled end . The female end having internal thread is to be belled in order to accept the male end while jointing pipes with a bore threading shall be provided with a greave at the roof of the male thread accomodate flexible PVC/Rubber 'O' ring to make the joint water tight color of the pipe shall be blue The name of the manufacture along with batch.No class of pipe shall be stranded legibly of each pipe length 150mm dia PVC (sch-80) pipe
Supplying all materials, labour, T & P and providing sanitary sealing by cement concrete grouting of annular space around GI/PVC/MS housing pipe upto 5m below ground level (as per drawing) to plug the bore hole excluding cost of cement all com
Cleaning & developing the tube well with supply of compressor worked till clear & adequqte discharge is obtained from the tube well including supply & use of all necessary equipment & labour as per directin of the Engineer in charge. By DTH Rig
Supplying all materials, labours, T&P and providing fitting & fixing submersible pump with squirrel cage induction type submersible type submersible electric motor to run on 3 phase /1 phase line voltage ranging from 320 volt to 450 volt conforming to Si 8034/89 with following specifications with suitable control panel ,jointing with GI/PVC/HDPE pipes,electrification,testing, commissioning ,trial running, conveyance of all materials to worksite , payment of taxex etc all complete as per specification & direction of the Engineer in charge (Texmo/crompton Greaves/ Kirloskar make) 2HP Single phase 3 stage vertical/Horizontal submersible pump set at head renge of 30 to 65 mtr with discharge capacity 155 to 110 L P.M with outlet dia 32mm
he pump complete as per direction of EIC. (Make- L&T, Havells, KSB, Simens)
Supplying fitting and fixing of 32 t0 50mm dia MS fittings such as bend, tee etc as required approved quality including cost conveyance as per direction of EIC.
Supplying and fitting of all materials, labour, T&P providing M.S well cover heavy duty with nut & bolt etc. complete as per direction of EIC.
Supplying and fitting of all materials, labour, T&P providing 50/40 mm size CI bracket etc. complete as per direction of EIC.
Supplying & lowering 3x2.5sqmm submersible flat copper cable of Finolex/ Havell’s/Polycab make from pump set to starter panel including all accessories, cost of all labour, all materials T&P etc. complete as per the direction of EIC.
Supplying fitting and fixing of 40mm dia tappered stainless steel nipple with stainless steel nut & bolt of approved quality including cost conveyance as per direction of EIC.
Supplying and tying engineering rope of 8mm dia nylon of approved quality and size with the submersible pump and HDPE pipe including all cost as per direction of EIC.
Supplying all materials ,labour, T&P and providing and fixing and installation of HDPE pipes and pipe fiting conforming to IS: 4984/2000(10KGF/SQCM) of the following nominal bore with clamps & joining by Fusion welding method including testing making good the wall celling & floor all complete as per specificaations 7 direction of the engineer in charge. 32mm dia HDPE pipe
Borewell chamber. Supplying all materials, labour,T&P constructing Bore Well protection chamber of the size 650x650x1000 hight with cement concrete (1:3:6) using 40mm size hard granite metal on foundation,1st class fly ash brick work in cement mortar (1:3) with base cement concrete (1:2:4) using 12mm sizeh hg chips,12mm thick cement plaster (1:4) inside and outside,RCC cover slab in (1:1.5:3)using 12mm size h g chops, earthwork in excavation in all kind of soil anf refilling the cavity around the chamber including watering,cunning,conveyance of all meterials to worksite,payment of royalty,taxes etc all complete as per approved specification and direction of Engineer in charge.
PH WORK
Supplying, installing, fixing, jointing, testing and commissioning of approved make. Chlorinated Polyvinyl Chloride pipes (CPVC)/ UPVC SDR.11 pipes confirming to ASTM standards with necessary fittings for inetrnal toilet water supply upto 50 dia , and above 50mm dia pipe schedule 40 with fitting shall be schedule 80 ASTM IPS. The fittings and specials such as tees, elbows,couplers, bends, enlargers etc.,m with CPVC/UPVC brass threaded combination / transition specials such as male adapters brass threaded female adapters, brass FPT Tee, Brass FPT elbow etc., where connection with metal is to be made including necessary drilling holes, chasing walls and making the same good in cement martor 1:1 restore the same original condition neately as directed by the Engineer in-charge. Joints to be made with CPVC/UPVC solvent cement up to 50mm dia as per ASTM D-2846 and above 50mm dia primer P-70, and solvent confirming to ASTM F-4931 / 724 All exposed pipe shall be painted with latex paint. (for shafts, basement ceiling ringmain Terrace & PRM).The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. In Ground Floor of folowing size 20 mm dia C-PVC SH-40 pipe
Supplying, installing, fixing, jointing, testing and commissioning of approved make. Chlorinated Polyvinyl Chloride pipes (CPVC)/ UPVC SDR.11 pipes confirming to ASTM standards with necessary fittings for inetrnal toilet water supply upto 50 dia , and above 50mm dia pipe schedule 40 with fitting shall be schedule 80 ASTM IPS. The fittings and specials such as tees, elbows,couplers, bends, enlargers etc.,m with CPVC/UPVC brass threaded combination / transition specials such as male adapters brass threaded female adapters, brass FPT Tee, Brass FPT elbow etc., where connection with metal is to be made including necessary drilling holes, chasing walls and making the same good in cement martor 1:1 restore the same original condition neately as directed by the Engineer in-charge. Joints to be made with CPVC/UPVC solvent cement up to 50mm dia as per ASTM D-2846 and above 50mm dia primer P-70, and solvent confirming to ASTM F-4931 / 724 All exposed pipe shall be painted with latex paint. (for shafts, basement ceiling ringmain Terrace & PRM).The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. In Ground Floor of folowing size 25 mm dia U-PVC SH-40 pipe
Supplying, installing, fixing, jointing, testing and commissioning of approved make. Chlorinated Polyvinyl Chloride pipes (CPVC)/ UPVC SDR.11 pipes confirming to ASTM standards with necessary fittings for inetrnal toilet water supply upto 50 dia , and above 50mm dia pipe schedule 40 with fitting shall be schedule 80 ASTM IPS. The fittings and specials such as tees, elbows,couplers, bends, enlargers etc.,m with CPVC/UPVC brass threaded combination / transition specials such as male adapters brass threaded female adapters, brass FPT Tee, Brass FPT elbow etc., where connection with metal is to be made including necessary drilling holes, chasing walls and making the same good in cement martor 1:1 restore the same original condition neately as directed by the Engineer in-charge. Joints to be made with CPVC/UPVC solvent cement up to 50mm dia as per ASTM D-2846 and above 50mm dia primer P-70, and solvent confirming to ASTM F-4931 / 724 All exposed pipe shall be painted with latex paint. (for shafts, basement ceiling ringmain Terrace & PRM).The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. In Ground Floor of folowing size 32 mm dia U-PVC SH-40 pipe
Supplying, installing, fixing, jointing, testing and commissioning of approved make. Chlorinated Polyvinyl Chloride pipes (CPVC)/ UPVC SDR.11 pipes confirming to ASTM standards with necessary fittings for inetrnal toilet water supply upto 50 dia , and above 50mm dia pipe schedule 40 with fitting shall be schedule 80 ASTM IPS. The fittings and specials such as tees, elbows,couplers, bends, enlargers etc.,m with CPVC/UPVC brass threaded combination / transition specials such as male adapters brass threaded female adapters, brass FPT Tee, Brass FPT elbow etc., where connection with metal is to be made including necessary drilling holes, chasing walls and making the same good in cement martor 1:1 restore the same original condition neately as directed by the Engineer in-charge. Joints to be made with CPVC/UPVC solvent cement up to 50mm dia as per ASTM D-2846 and above 50mm dia primer P-70, and solvent confirming to ASTM F-4931 / 724 All exposed pipe shall be painted with latex paint. (for shafts, basement ceiling ringmain Terrace & PRM).The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. In Ground Floor of folowing size 40 mm dia U-PVC SH-40 pipe
Supplying, installing, fixing, jointing, testing and commissioning of approved make. Chlorinated Polyvinyl Chloride pipes (CPVC)/ UPVC SDR.11 pipes confirming to ASTM standards with necessary fittings for inetrnal toilet water supply upto 50 dia , and above 50mm dia pipe schedule 40 with fitti
ng shall be schedule 80 ASTM IPS. The fittings and specials such as tees, elbows,couplers, bends, enlargers etc.,m with CPVC/UPVC brass threaded combination / transition specials such as male adapters brass threaded female adapters, brass FPT Tee, Brass FPT elbow etc., where connection with metal is to be made including necessary drilling holes, chasing walls and making the same good in cement martor 1:1 restore the same original condition neately as directed by the Engineer in-charge. Joints to be made with CPVC/UPVC solvent cement up to 50mm dia as per ASTM D-2846 and above 50mm dia primer P-70, and solvent confirming to ASTM F-4931 / 724 All exposed pipe shall be painted with latex paint. (for shafts, basement ceiling ringmain Terrace & PRM).The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. In Ground Floor of folowing size 50 mm dia U-PVC SH-50 pipe
Supplying, installing, fixing, jointing, testing and commissioning of approved make. Chlorinated Polyvinyl Chloride pipes (CPVC)/ UPVC SDR.11 pipes confirming to ASTM standards with necessary fittings for inetrnal toilet water supply upto 50 dia , and above 50mm dia pipe schedule 40 with fitting shall be schedule 80 ASTM IPS. The fittings and specials such as tees, elbows,couplers, bends, enlargers etc.,m with CPVC/UPVC brass threaded combination / transition specials such as male adapters brass threaded female adapters, brass FPT Tee, Brass FPT elbow etc., where connection with metal is to be made including necessary drilling holes, chasing walls and making the same good in cement martor 1:1 restore the same original condition neately as directed by the Engineer in-charge. Joints to be made with CPVC/UPVC solvent cement up to 50mm dia as per ASTM D-2846 and above 50mm dia primer P-70, and solvent confirming to ASTM F-4931 / 724 All exposed pipe shall be painted with latex paint. (for shafts, basement ceiling ringmain Terrace & PRM).The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. In First Floor of folowing size 20 mm dia C-PVC SH-40 pipe
Supplying, installing, fixing, jointing, testing and commissioning of approved make. Chlorinated Polyvinyl Chloride pipes (CPVC)/ UPVC SDR.11 pipes confirming to ASTM standards with necessary fittings for inetrnal toilet water supply upto 50 dia , and above 50mm dia pipe schedule 40 with fitting shall be schedule 80 ASTM IPS. The fittings and specials such as tees, elbows,couplers, bends, enlargers etc.,m with CPVC/UPVC brass threaded combination / transition specials such as male adapters brass threaded female adapters, brass FPT Tee, Brass FPT elbow etc., where connection with metal is to be made including necessary drilling holes, chasing walls and making the same good in cement martor 1:1 restore the same original condition neately as directed by the Engineer in-charge. Joints to be made with CPVC/UPVC solvent cement up to 50mm dia as per ASTM D-2846 and above 50mm dia primer P-70, and solvent confirming to ASTM F-4931 / 724 All exposed pipe shall be painted with latex paint. (for shafts, basement ceiling ringmain Terrace & PRM).The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. In First Floor of folowing size 25 mm dia U-PVC SH-40 pipe
Supplying, installing, fixing, jointing, testing and commissioning of approved make. Chlorinated Polyvinyl Chloride pipes (CPVC)/ UPVC SDR.11 pipes confirming to ASTM standards with necessary fittings for inetrnal toilet water supply upto 50 dia , and above 50mm dia pipe schedule 40 with fitting shall be schedule 80 ASTM IPS. The fittings and specials such as tees, elbows,couplers, bends, enlargers etc.,m with CPVC/UPVC brass threaded combination / transition specials such as male adapters brass threaded female adapters, brass FPT Tee, Brass FPT elbow etc., where connection with metal is to be made including necessary drilling holes, chasing walls and making the same good in cement martor 1:1 restore the same original condition neately as directed by the Engineer in-charge. Joints to be made with CPVC/UPVC solvent cement up to 50mm dia as per ASTM D-2846 and above 50mm dia primer P-70, and solvent confirming to ASTM F-4931 / 724 All exposed pipe shall be painted with latex paint. (for shafts, basement ceiling ringmain Terrace & PRM).The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. In First Floor of folowing size 32 mm dia U-PVC SH-40 pipe
Supplying, installing, fixing, jointing, testing and commissioning of approved make. Chlorinated Polyvinyl Chloride pipes (CPVC)/ UPVC SDR.11 pipes confirming to ASTM standards with necessary fittings for inetrnal toilet water supply upto 50 dia , and above 50mm dia pipe schedule 40 with fitting shall be schedule 80 ASTM IPS. The fittings and specials such as tees, elbows,couplers, bends, enlargers etc.,m with CPVC/UPVC brass threaded combination / transition specials such as male adapters brass threaded female adapters, brass FPT Tee, Brass FPT elbow etc., where connection with metal is to be made including necessary drilling holes, chasing walls and making the same good in cement martor 1:1 restore the same original condition neately as directed by the Engineer in-charge. Joints to be made with CPVC/UPVC solvent cement up to 50mm dia as per ASTM D-2846 and above 50mm dia primer P-70, and solvent confirming to ASTM F-4931 / 724 All exposed pipe shall be painted with latex paint. (for shafts, basement ceiling ringmain Terrace & PRM).The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. In First Floor of folowing size 40 mm dia U-PVC SH-40 pipe
Supplying, installing, fixing, jointing, testing and commissioning of approved make. Chlorinated Polyvinyl Chloride pipes (CPVC)/ UPVC SDR.11 pipes confirming to ASTM standards with necessary fittings for inetrnal toilet water supply upto 50 dia , and above 50mm dia pipe schedule 40 with fitting shall be schedule 80 ASTM IPS. The fittings and specials such as tees, elbows,couplers, bends, enlargers etc.,m with CPVC/UPVC brass threaded combination / transition specials such as male adapters brass threaded female adapters, brass FPT Tee, Brass FPT elbow etc., where connection with metal is to be made including necessary drilling holes, chasing walls and making the same good in cement martor 1:1 restore the same original condition neately as directed by the Engineer in-charge. Joints to be made with CPVC/UPVC solvent cement up to 50mm dia as per ASTM D-2846 and above 50mm dia primer P-70, and solvent confirming to ASTM F-4931 / 724 All exposed pipe shall be painted with latex paint. (for shafts, basement ceiling ringmain Terrace & PRM).The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. In First Floor of folowing size 50 mm dia U-PVC SH-50 pipe
Supplying, installing, fixing, jointing, testing and commissioning of approved make. Chlorinated Polyvinyl Chloride pipes (CPVC)/ UPVC SDR.11 pipes confirming to ASTM standards with necessary fittings for inetrnal toilet water supply upto 50 dia
, and above 50mm dia pipe schedule 40 with fitting shall be schedule 80 ASTM IPS. The fittings and specials such as tees, elbows,couplers, bends, enlargers etc.,m with CPVC/UPVC brass threaded combination / transition specials such as male adapters brass threaded female adapters, brass FPT Tee, Brass FPT elbow etc., where connection with metal is to be made including necessary drilling holes, chasing walls and making the same good in cement martor 1:1 restore the same original condition neately as directed by the Engineer in-charge. Joints to be made with CPVC/UPVC solvent cement up to 50mm dia as per ASTM D-2846 and above 50mm dia primer P-70, and solvent confirming to ASTM F-4931 / 724 All exposed pipe shall be painted with latex paint. (for shafts, basement ceiling ringmain Terrace & PRM).The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. In Second Floor of folowing size 20 mm dia C-PVC SH-40 pipe
Supplying, installing, fixing, jointing, testing and commissioning of approved make. Chlorinated Polyvinyl Chloride pipes (CPVC)/ UPVC SDR.11 pipes confirming to ASTM standards with necessary fittings for inetrnal toilet water supply upto 50 dia , and above 50mm dia pipe schedule 40 with fitting shall be schedule 80 ASTM IPS. The fittings and specials such as tees, elbows,couplers, bends, enlargers etc.,m with CPVC/UPVC brass threaded combination / transition specials such as male adapters brass threaded female adapters, brass FPT Tee, Brass FPT elbow etc., where connection with metal is to be made including necessary drilling holes, chasing walls and making the same good in cement martor 1:1 restore the same original condition neately as directed by the Engineer in-charge. Joints to be made with CPVC/UPVC solvent cement up to 50mm dia as per ASTM D-2846 and above 50mm dia primer P-70, and solvent confirming to ASTM F-4931 / 724 All exposed pipe shall be painted with latex paint. (for shafts, basement ceiling ringmain Terrace & PRM).The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. In Second Floor of folowing size 25 mm dia U-PVC SH-40 pipe
Supplying, installing, fixing, jointing, testing and commissioning of approved make. Chlorinated Polyvinyl Chloride pipes (CPVC)/ UPVC SDR.11 pipes confirming to ASTM standards with necessary fittings for inetrnal toilet water supply upto 50 dia , and above 50mm dia pipe schedule 40 with fitting shall be schedule 80 ASTM IPS. The fittings and specials such as tees, elbows,couplers, bends, enlargers etc.,m with CPVC/UPVC brass threaded combination / transition specials such as male adapters brass threaded female adapters, brass FPT Tee, Brass FPT elbow etc., where connection with metal is to be made including necessary drilling holes, chasing walls and making the same good in cement martor 1:1 restore the same original condition neately as directed by the Engineer in-charge. Joints to be made with CPVC/UPVC solvent cement up to 50mm dia as per ASTM D-2846 and above 50mm dia primer P-70, and solvent confirming to ASTM F-4931 / 724 All exposed pipe shall be painted with latex paint. (for shafts, basement ceiling ringmain Terrace & PRM).The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. In Second Floor of folowing size 32 mm dia U-PVC SH-40 pipe
Supplying, installing, fixing, jointing, testing and commissioning of approved make. Chlorinated Polyvinyl Chloride pipes (CPVC)/ UPVC SDR.11 pipes confirming to ASTM standards with necessary fittings for inetrnal toilet water supply upto 50 dia , and above 50mm dia pipe schedule 40 with fitting shall be schedule 80 ASTM IPS. The fittings and specials such as tees, elbows,couplers, bends, enlargers etc.,m with CPVC/UPVC brass threaded combination / transition specials such as male adapters brass threaded female adapters, brass FPT Tee, Brass FPT elbow etc., where connection with metal is to be made including necessary drilling holes, chasing walls and making the same good in cement martor 1:1 restore the same original condition neately as directed by the Engineer in-charge. Joints to be made with CPVC/UPVC solvent cement up to 50mm dia as per ASTM D-2846 and above 50mm dia primer P-70, and solvent confirming to ASTM F-4931 / 724 All exposed pipe shall be painted with latex paint. (for shafts, basement ceiling ringmain Terrace & PRM).The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. In Second Floor of folowing size 40 mm dia U-PVC SH-40 pipe
Supplying, installing, fixing, jointing, testing and commissioning of approved make. Chlorinated Polyvinyl Chloride pipes (CPVC)/ UPVC SDR.11 pipes confirming to ASTM standards with necessary fittings for inetrnal toilet water supply upto 50 dia , and above 50mm dia pipe schedule 40 with fitting shall be schedule 80 ASTM IPS. The fittings and specials such as tees, elbows,couplers, bends, enlargers etc.,m with CPVC/UPVC brass threaded combination / transition specials such as male adapters brass threaded female adapters, brass FPT Tee, Brass FPT elbow etc., where connection with metal is to be made including necessary drilling holes, chasing walls and making the same good in cement martor 1:1 restore the same original condition neately as directed by the Engineer in-charge. Joints to be made with CPVC/UPVC solvent cement up to 50mm dia as per ASTM D-2846 and above 50mm dia primer P-70, and solvent confirming to ASTM F-4931 / 724 All exposed pipe shall be painted with latex paint. (for shafts, basement ceiling ringmain Terrace & PRM).The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. In Second Floor of folowing size 50 mm dia U-PVC SH-50 pipe
Supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking G.I. Pipes and fittings/ P.V.C. pipes and fittings etc. all complete as per P.H. specification and direction of Engineer-in-charge. 250 mm thick wall In ALL FLOOR
Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking G.I./P.V.C. pipes and making good the damages as per direction of the E.I.C. In ALL FLOOR
SANITARY FIXTURES Supplying all materials, labour, T&P and fixing the wall mounted Rimless Single Piece-WC with UF slim seat cover, Hinges, Fixing Accessories and Accessories Set, Cistern Fittings, including jointing the trap with soil pipe in cement mortar (1:1) fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers including polishing etc all complete as per specification and direction of the Engineer-In-Charge. MAKE JAQUAR-FLS-WHT-5353PPZ
Supplying all materials, labour T&P for fitting and fixing 550x440mm of approved make IWC Pan with 4" dia PVC 'P' trap including supply of necessary jointing materials, cement concrete, sand etc. for fixing the pan, 'P' trap including cutting the floor and making good to the damages etc. all complete as per direction of EIC and as per PH specification. (Make: Hindware-ORISSA PAN (COMFORT) Cat. No.: 20070
Supplying all materials, labour T&P and fitting and fixing of 10 ltr. Capacity PVC Low level flushing cistern with flush bend and a pair of white enameled c
oat iron bracket 12mm dia PVC inlet connection pipe (0.45 m long) with brass union including cutting hole and making good to the same and connecting the inlet pipe with supply main etc. all complete as per specification and direction of EIC. (Make: Hindware-SLEEK FRESH DUAL FLUSH
Supplying all materials, labour, T&P and fixing the following vitreous china Wash Water Closet & cistern fitting (European type W.C. pan) of Hindware/Jaquar/Parryware with integral 'p' or 's' trap to the floor with wooden plug and chromium plated pedestal screws including jointing the trap with soil pipe in cement mortar (1:1) fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers including polishing etc all complete as per specification and direction of the Engineer-In-Charge. JAQUAR-CNS-WHT-551SNPP184LZ
Supplying all materials, labour, T&P and fixing Health Faucet of Hindware/Jaquar/Parryware complete with Chromium plated brass brackets fixed to wooden plugs with Chromium plated brass screws as per specification and direction of the Engineer-In-Charge JAQUAR-ALD-577 Hand Shower (Health Faucet) with 8mm Dia, 1.2 Meter Long Flexible Tube & Wall Hook with N.R.V (Back Flow Preventer)
Supplying all materials, labour, T&P and fixing standard sized LONG BODY Bib cock WITH WALL FLANGE of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. 15mm dia CP Two way bib cock with Flange Cat. No.: F330011 HINDWARE
Supplying all materials, labour, T&P and fixing standard sized short body Bib cock WITH WALL FLANGE of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. 15mm dia CP Two way bib cock with Flange Cat. No.: F330011 HINDWARE
Supplying all materials, labour, T&P and fixing standard sized two way Bib cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. 15mm dia CP Two way bib cock with Flange. JAQUAR -FLR-5041N 2 Way Bib Cock with Wall Flange
Matrix Set-1 (WB 65X35 with one pair mounting brackets, EWC & cistern complete with fittings & seat cover, one no hinged rail 76 cm and five nos of grab rail 60cm) Make-jaquar E.W.C,(Size- 390 x 365 x 540, S TRAP) cm ,Cat No-jaquar CNS-WHT-551S & Cistern complete with fittings & seat cover,Wash Basin : 46 x 36 cm, one no. hinged rail 76 cm & 4 nos. of grab rails 60 cm.
Supplying all materials, labour T&P and fixing of Under Counter wash basins of Hindware/Jaquar/Parryware of approved make in all floor of approved quality including cutting the walls & floor and making good the damags with cement concrete e.t.c including all tsxes,duties,transportation e.t.c. All complete as per specification and direction of the Engineer-In-Charge.(Size: 560x430x195 mm) jaquar-CNS-WHT-701
Supplying all materials, labour, T&P and fixing standard sized pillar cock of of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. 15mm dia brass pillar cock.(MAKE -JAQUAR) JAQUAR -FLR-5015 Pillar Cock
Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm thick A.C.sheet or plywood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of the Engineer-in-charge. Swivel Mirror Rectangular Shape(630x450) JAQUAR-AKP-35795
Supplying all materials, labour, T&P and fixing standard sized Robe Hook of Hindware/Jaquar/Parryware complete with all as per specification and direction of the Engineer in charge. JAQUAR-ACN-1191N
Supplying all materials, labour, T&P and fixing standard sized 15mm dia angular Stop cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. JAQUAR-ESSCO
Supplying all materials, labour, T&P and fixing standard sized Chromium Plated soap case Hindware/Jaquar/Parryware complete with Chromium Plated brass brackets fixed to wooden plugs with Chromium Plated brass screws as per specification and direction of the Engineer in charge. JAQUAR-ACN-1131N
Supplying all materials, labour, T&P and fixing standard sized Chromium Plated soap dispenser with glass bottle Hindware/Jaquar/Parryware complete with Chromium Plated brass brackets fixed to wooden plugs with Chromium Plated brass screws as per specification and direction of the Engineer in charge. JAQUAR -ACN-1135N
Supplying all materials, labour, T&P and fixing standard sized Chromium Plated brass towel ring of complete with Chromium Plated brass brackets fixed to wooden plugs with Chromium Plated brass screws as per specification and direction of the Engineer in charge. Jaquar ACN-1121BN
Fixing of 25 mm dia Brass/GM Fulway Valve confirming to IS : 781-1995 of approved make as per specification complete as per direction of Er-in-charge. 32mm dia brass or gun metal full way valve.(Make- Zoloto or equivalent.)
Fixing of 32 mm dia Brass/GM Fulway Valve confirming to IS : 781-1995 of approved make as per specification complete as per direction of Er-in-charge. 32mm dia brass or gun metal full way valve.(Make- zoloto or equivalent.)
Fixing of40 dia Brass/GM Fulway Valve confirming to IS : 781-1995 of approved make as per specification complete as per direction of Er-in-charge. 32mm dia brass or gun metal full way valve.(Make- zoloto or equivalent.)
Fixing of 50 dia Brass/GM Fulway Valve confirming to IS : 781-1995 of approved make as per specification complete as per direction of Er-in-charge. 32mm dia brass or gun metal full way valve.(Make- zoloto or equivalent.)
Supply all materials, labour, T&P and providing fitting & fixing (Aqua guard)Aquaguard Blaze RO+UV+MTDS Water Purifier pure with water storage capacity 4 liters along with 2 nos of fancets 1 for cold water and 1 for normal water including a flow of 1.5 ltr per minute etc. all complete as per approved drawing, specification and direction of the EIC.
OPENWELL SUBMERSIBLE PUMP - DOMESTIC WATER SUPPLY FROM UGR TO OVERHEAD TANK Supply, installation & commissioning of openwell submersible horizontal single/multi stage pump with vertical discharge port and integrated submersible single phase TEFC induction motor designed for S1 Duty with mechnical seal Ceramic Vs Graphite . Pump should be with "Noryl & cast iron(CED Coated) impeller", "Stainless steel Shaft , Pump body & Thrust ring" and Volute casing Cast Iron material of construction with 1x 220-240 V, 50 Hz 2 Pole. 0.7 KW (1. HP aprrox) motor, Enclosure Class IP 68, Insulation Class B. Pump Inlet & outlet should be >32 mm dia and supply with PVC L bend strainer and cable jointing Kit. Each Pump Flow Rate- 6000 LPH (1W+1S), Head- 15 m
Single Phase Controller Panel for Domestic Openwell submersible Pump:- Location : UGR TANK Supply, Installation & commisioning of Digital Pump Controller for each pump with automatic operation through 2 nos float switch sensor in both OHT filling & dry run protection in UGR, IP 41 Enclosure.
Supplying, fixing and testing of kitchen Sink Stainless steel with drain board including fixing in position with necessary brackets cutting of slabs etc of size 510x1040 mm bowl depth 250 mm (NIRALI OLYMPIA MINI)
Supplying all materials, labour, T&P and fixing standard sized SINK cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge.JAQUAR-FLR-5347N
Fixing Rotational moulded Poly Propelene three laye
r cylindrical vertical water storage tanks confirming to IS 12701-1996 including cutting holes through the tank and fixing mild steel tubes and fitting and providing extra sockets and jam nuts, fixing ball valve etc,including hosting upto a height of 5 mtr above ground level and placing the tank to the required postion etc all complete as per specification and direction of the Er-in-charge. 2000 Ltr
SEWAGE SYSTEM. Supplying all materials, labour, T & P and constructing of Inspection chamber(IC) of the following inside size with 8 cm thick R.C.C. precast cover slab in CC (1:2:4) mix using 12mm size h.g. chips, foundation concrete (1:4:8) using 40mm size h.g. metal on bed aound trap , Fly Ash brickwork in CM (1:6) in P&F and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mm x100mm size gully trap, 150mm x150mm C.I gratig etc. all complete as per aproved drawing, specification and direction of Engineer-in-charge. Size- 760 x760x760 mm
Providing and fixing square mouth S.W GULLY TRAP(G T) class SP-1 complete with CI grating brick masonry chamber with water tight CI cover with frame of 300X300mm size (inside),the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per the standard desifn. brick masonry chamber of size 180 X 150 mm size complete as per approved specification and direction of the Engineer in charge Size- 300x300 mm
Supplying all materials, labour, T & P and constructing of MAN HOLE chamber(M H) of the following inside size with 8 cm thick R.C.C. precast cover slab in CC (1:2:4) mix using 12mm size h.g. chips, foundation concrete (1:4:8) using 40mm size h.g. metal on bed aound trap , Fly Ash brickwork in CM (1:6) in P&F and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mm x100mm size gully trap, 150mm x150mm C.I gratig etc. all complete as per aproved drawing, specification and direction of Engineer-in-charge. Man-hole chamber of size 900x800x450mm
Supplying, fixing and testing PVC soil, waste, Rain and vent pipes (SWR) confirming to IS13592 : 1990, type B with rubber ring/Solvent (confirming toIS5382) joint inclusive of allnecessary specials like bends, tees,offsets, door bends, junctions, cowls, etc.,laid underfloor/ fixed on walls,and in pipe shafts etc., complete.The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. 40 mm dia .
Supplying, fixing and testing PVC soil, waste, Rain and vent pipes (SWR) confirming to IS13592 : 1990, type B with rubber ring/Solvent (confirming toIS5382) joint inclusive of allnecessary specials like bends, tees,offsets, door bends, junctions, cowls, etc.,laid underfloor/ fixed on walls,and in pipe shafts etc., complete.The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. 50 mm dia .
Supplying, fixing and testing PVC soil, waste, Rain and vent pipes (SWR) confirming to IS13592 : 1990, type B with rubber ring/Solvent (confirming toIS5382) joint inclusive of allnecessary specials like bends, tees,offsets, door bends, junctions, cowls, etc.,laid underfloor/ fixed on walls,and in pipe shafts etc., complete.The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. 75 mm dia .
Supplying, fixing and testing PVC soil, waste, Rain and vent pipes (SWR) confirming to IS13592 : 1990, type B with rubber ring/Solvent (confirming toIS5382) joint inclusive of allnecessary specials like bends, tees,offsets, door bends, junctions, cowls, etc.,laid underfloor/ fixed on walls,and in pipe shafts etc., complete.The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. 110 mm dia .
Supplying, fixing and testing PVC soil, waste, Rain and vent pipes (SWR) confirming to IS13592 : 1990, type B with rubber ring/Solvent (confirming toIS5382) joint inclusive of allnecessary specials like bends, tees,offsets, door bends, junctions, cowls, etc.,laid underfloor/ fixed on walls,and in pipe shafts etc., complete.The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete. 110 mm dia Rain pipe.
Providing ,fixing , testing and commissioning of approved make PVC vent cowl with necessary accessories etc., complete. 75 mm dia , ASTRAL-M212002707
Providing ,fixing , testing and commissioning of approved make PVC vent cowl with necessary accessories etc., complete 110 mm dia ASTRAL-M212002709
Providing ,fixing , testing and commissioning of approved make PVC Clean out with necessary accessories etc., complete 110 mm dia ASTRAL-M2520010107 , 75 mm dia
Providing ,fixing , testing and commissioning of approved make PVC Clean out with necessary accessories etc., complete 110 mm dia ASTRAL-M2520010109 , 110 mm dia
Supplying all materials, labours,T&p and laying trenches (to level or slope) unplasticized P.V.C pipe conforming to IS4985/2016 of the following out side dia for pressure rating PN-6 including jointing with supply of approved solvent cement by non-heat application method/as per manufacture's specification,providing and laying in trench cement concrete(1:4:8) with 40 mm size hard granite metal in the type C-1 standard bedding surrounding or encasing including concrete for bedding and curing e.t.c all complete as per P.H specification and direction of the Engineer in charge 160 mm dia U-PVC pipe with al-round Hunching Tyipe-B
Supply all materials, labour, T&P and providing fitting & fixing (Aqua guard) pure Chill 80 SS UV WATER COOLER of size 750x570x1350 mm height with water storage capacity 80 liters along with 2 nos of fancets 1 for cold water and 1 for normal water including a flow of 1.5 ltr per minute etc. all complete as per approved drawing, specification and direction of the EIC.
FIRE FIGHTING
Supply, erection, testing and commissioning of following sizes of heavy grade ('C' class) mild steel pipe, flanges and fitting such as bends, tees, reducers, rubber insertions and galvanized nuts and bolts 'Heavy class' confirming to IS:1239-1974 Part - I and part - II with upto-date amendment i/c giving two coats of hot bituminous paint. Make- Tata/Zindal/Sail/Eq 80mm dia
Supply, erection, testing and commissioning of following sizes of heavy grade ('C' class) mild steel pipe, flanges and fitting such as bends, tees, reducers, rubber insertions and galvanized nuts and bolts 'Heavy class' confirming to IS:1239-1974 Part - I and part - II with upto-date amendment i/c giving two coats of hot bituminous paint. Make- Tata/Zindal/Sail/Eq 25mm dia
Providing, fixing, testing & commissioning of Wall mounting swinging type first aid fire hose reel with drum, hanging bracket, 30 Mtr. length x 20 mm dia heavy duty high pressure hose reel tubing as per IS: 444 with gun metal (GM) shut off nozzle having 6.5 mm dia orifice. The hose reel shall be conforming to IS : 884-1985. Rate shall include 25 mm dia M.S. pipe (heavy class) connection from Riser to hose reel, sockets, nipples, elbows and ball valve (25 mm dia). Drum shall be fixed on adjoining wall by means of 120 mm x 100 mm long fasteners, bolts and nuts including painting.Make-KARTAR, Safex, Fireshield,Safe Guard
Providing and fixing brass/bronze lever operated ball valves of
full flow with stainless steel ball (AISI 304 and spindle AISI 401) with settling and gland of superior quality and having minimum working pressure of 15 Kg/cm2.Make-Kartar/Zoloto/H Sarker/Eq. 25NB
Supply, installation, testing and commissioning of Fire Brigade inlet connection with provision for Four male instantaneous coupling fabricated out of 150 mm dia. approved make heavy class MS pipe with non-return valve, Butterfly valvefor fire fighting system including making connection by providing necessary piping & fittings to the fire storage tank, fire fighting wet riser, sprinkler system painting the same with 3 coats of enamel paint over a coat of Zinc Chromate primer all complete as per drawings, specifications. Make-Minimax, Safex, Fireshield,Kartar. a) Two way
Terrace Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) . a)Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 . b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation,conforming to IS-325. c)M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required. d)Suitable cement concrete foundation duly plastered and with anti vibration pads. Make-wilo,kirloskar/lubi/equivalent. 450 lpm at 35 m Head
Sitc of Terrace Pump Controller Supplying, installation, testing and commissioning of pump controller.Make-c&s/l&t/crompton/Eq
FIRE PUMPS & ANCILLARY WORKS Providing, installation, testing and commissioning of cast iron Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange.Make-Kartar/Zoloto/H Sarker/Eq. 80mm dia
Providing, fixing, testing & commissioning of C.I. dual plated Non-return valve [PN 1.6 Rating (16kg/cm2] complete 2 nos. matching flanges, rubber insertion, with nuts, bolts and washers etc of following sizes .Make-Kartar/Zoloto/H Sarker/Eq. 80 mm dia
Providing, fixing, testing & commissioning of C.I. Butterfly valve conforming to IS : 13095 with nut, bolts and washers complete . [PN -1.6 rating (16kg/cm2)]Make-Kartar/Zoloto/H Sarker/Eq. 80NB
Supply,Providing & fixing Pressure Switch the most commonly used fluid control components of Aluminum enclouser with storage temprature 40 to 180°F (-40 to 82°C) along with ambient temprature 0 to 160°F (-18 to 71°C),set point shifts less than 1% of range for a 50°F (28°C) ambient temperature change. Unit will operate down to -40°F (-40°C) but with reduced repeatability. Maximum media temperature 200°F (93°C), Shock Set point repeats after 50 G, 10 millisecond duration. Switch output One SPDT including seven electrical terminations; Refer to 'How to Order' and vibration set point repeats after 10 G, 5-500 CPS. Make-Honeywell/Danfoss/Jhonson controls.
Providing & fixing dial type (150 mm dia) pressure gauge with isolation ball valve suitable for working pressure of 250 PSI cost shall be of inclusive of providing any short pieces, nipples, elbows etc as required. having calibration of 0-15 Kg/cm2.Make-H.guru/Emerald/Fiebig/Equivalent
Providing & Applying priming coat with ready mixed pink or gray primer of approved brand and manufacture on Iron work (hard and soft wood) as per the instruction of Engineer-In-Charge at all elevationsincluding cost,conveyance of materials c
ost of all labour,T & P etc. required complete as per direction of EIC. in 1st Floor
Providing & Applying priming coat with ready mixed pink or gray primer of approved brand and manufacture on Iron work (hard and soft wood) as per the instruction of Engineer-In-Charge at all elevationsincluding cost,conveyance of materials cost of all labour, T & P etc. required complete as per direction of EIC. in G Floor
Providing & Applying priming coat with ready mixed pink or gray primer of approved brand and manufacture on Iron work (hard and soft wood) as per the instruction of Engineer-In-Charge at all elevationsincluding cost,conveyance of materials cost of all labour,T & P etc. required complete as per direction of EIC. in 3rd Floor
Painting two coats with approved brand of synthetic enamel paint of approved shade and quality to iron/wood works including cost of paint, primer, putty, scaffolding, T&P, cost, conveyance, cost of all materials and cost of all labour required for the work etc. complete as per the direction of EIC. In G Floor
Hand Appliances Note : All the fire extinguishers shall be ISI marked and filling/validity date shall be painted. Providing and fixing carbon-di-oxide type fire extinguishers consisting of welded M.S cylindrical body, squeeze lever dischange valve fitted with pressure indicating gauge internal discharge tube, 30cms long high pressure discharge hose, discharge nozzle, suspension bracket, conforming to IS : 2878 finished externally with red enamel paint and fixed to wall with brackets complete with internal charge. Make-Minimax/Safex/Fireshield/ Safe Guard/Eq. Capacity 4.5 kg
Providing and fixing ABC type fire extinguishers consisting of welded M.S cylindrical body, squeeze lever dischange valve fitted with pressure indicating gauge internal discharge tube, 30cms long high pressure discharge hose, discharge nozzle, suspension bracket, conforming to IS finished externally with red enamel paint and fixed to wall with brackets complete with internal charge. Make-Minimax/Safex/Fireshield/Safe Guard/Eq. Capacity 6 kg
EXIT SIGNAGES Supplying,fixing of following type 2 mm thick photo luminecent signages non toxic non radio active maintenance free self glowing safety signages comprising of supplied chargeable crystals to glow in the dark with high intesity luminous 1.2mm aluminium sheet properties by chemical coated ( Vinayal & Tap not accepted) and covered with UV Protection layer printed with graphics symbol etc as required. For FIRE EXIT(12'' X 6'')
EXIT SIGNAGES Supplying,fixing of following type 2 mm thick photo luminecent signages non toxic non radio active maintenance free self glowing safety signages comprising of supplied chargeable crystals to glow in the dark with high intesity luminous 1.2mm aluminium sheet properties by chemical coated ( Vinayal & Tap not accepted) and covered with UV Protection layer printed with graphics symbol etc as required. For FIRE HYDRANT(16'' X 6'')
EXIT SIGNAGES Supplying,fixing of following type 2 mm thick photo luminecent signages non toxic non radio active maintenance free self glowing safety signages comprising of supplied chargeable crystals to glow in the dark with high intesity luminous 1.2mm aluminium sheet properties by chemical coated ( Vinayal & Tap not accepted) and covered with UV Protection layer printed with graphics symbol etc as required. For Stair case (12''x6'')
EXIT SIGNAGES Supplying,fixing of following type 2 mm thick photo luminecent signages non toxic non radio active maintenance free self glowing safety signages comprising of supplied chargeable crystals to glow in the dark with high intesity luminous 1.2mm aluminium sheet properties by chemical coated ( Vinayal & Tap not accepted) and covered with UV Protection layer printed with graphics symbol etc as required. Arrows symbol(12''x6'')
INTERNAL WIRING :
Wiring for light point/fan point/exhaust point/call bell point with 1.5sq.mm FRSL PVC insulated copper conductor single core cable in surface/recessed steel conduit , modular switch, modular plate and suitable GI box and earthing the point with 1.5 sq.mm FRSL PVC insulated copper conductorsingle core cable etc as required. for primary point . Average Length-5 Mtr
Painting two coats with approved brand of synthetic enamel paint of approved shade and quality to iron/wood works including cost of paint, primer, putty, scaffolding, T&P, cost, conveyance, cost of all materials and cost of all labour required for the work etc. complete as per the direction of EIC. In 1st Floor
Wiring for group controlled(looped) light point/fan point/exhaust point/call bell point (without independent switch etc.) with 1.5sq.mm FRSL PVC insulated copper conductor single core cable in surface/recessed steel conduit and earthing the point with 1.5 sq.mm FRSL PVC insulated copper conductor single core cable etc as required. Average Length-3 Mtr
Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
Supplying and fixing of modular Box on surface or in recess with suitable size of cover in Front including providing and fixing 3 pin 5 / 6 amps socket outlet and 5 / 6 amps modular type switch, connection, painting etc as required.(For light plugs to be used in non residential buildings)
Supplyin
g and fixing of modular box on surface or in recess with suitable size of cover in FRLSont including providing and fixing 3 pin 15 / 16 amps socket outlet and 15 / 16 amps piano type switch, connection, painting etc as required. (For light plugs to be used in non residential buildings)
Installation, Testing and Commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq.mm FR PVC insulated single core multiatrand copper conductor including providing and fixing phenolic laminated sheet steet cover on the fan box etc as required.etc. as required.
Supplying and fixing of 3 pin, 5 amp ceiling rose ISI marked on the existing junction box / wooden block including connection etc. as required.
Supply & Delivery of 240V,50Hz,20W Batten type LED tube Light set , conforming lumen output not less than 2400 lm and having IP 20 . [ hostel room, Toilets ] (Make - K lite / CROMPTOM/ havelles)
Supply & Delivery of 240V,50Hz,12W surface mounted compact downlight with textured opal diffuser anf IP 20. [Room , corridor, stair case] (Make- K lite / CROMPTOM/ havelles)
Supply, delivery and fixing of 8 watt LED surface mounting spot light having die cast aluminium housing and conforming emitting angle 25 degree, colour temperature 4000k . ( DOUBLE HEIGHT AREA) Make: HAVELLS/ K-LITE/ CROMPTON
Supply, delivery of 230 mm light duty metal exhaust fan. Make : Usha/Atomberg/Havells
Installation, testing and commissioning of exhaust fan up to 450 mm sweep in the existing opening,including making the hole to suit the size of the above fan, making good the damage complete,connection, etc as required.
Supply and fixing of following way three pole and neutral, sheet steel, MCB distribution, 415 V on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, hinged front acrylic cover for the MCB knobs detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required ( But with out MCB/ RCCB/ Isolator)i) 4 way(4+12), Double door with extended loose wire box
Supply and fixing of following way three pole and neutral, sheet steel, MCB distribution, 415 V on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, hinged front acrylic cover for the MCB knobs detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required ( But with out MCB/ RCCB/ Isolator)ii) 12 WAY (4+ 36), Double door with extended loose wire box
Supply and fixing of following way three pole and neutral, sheet steel, MCB distribution, 415 V on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, hinged front acrylic cover for the MCB knobs detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required ( But with out MCB/ RCCB/ Isolator)iii) 8 way (4+24), Double door with extended loose wire box
Supplying and fixing 5A to 32A's rating,240/415votls,10kA,''C'' curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as reuired.i) Single pole
Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 A Isolator
Supplying and fixing following rating,three pole, 415 volts,mcb in the existing MCB DB complete with connections, testing and commissioning etc. as required make : havelles / legrand / sschneider. 40 A TP MCB
Supplying and fixing double door Vertical TPN MCB Distribution board for MCCB incomer with IP-42/43 protection, on angle iron frame on wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment. MAKE: LEGRAND/ SCHNEIDER/HAVELLS6WAY(4+18), double door with extended loose wire box
Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 100 mm width X 50 mm depth X 1.6 mm thickness
Supply, installation, testing & commissioning of floor mounting front operated front access extensible type cubicle Indoor panel totally enclosed, dust and vermin proof with IP-42/55 protection with hinged and lockable doors. CRCA sheets (16 SWG) including Busbars, interconnections, tinned copper crimping lugs, bonding to earth and painting suitable for use at 415 V, 3phase 4 wire 50 Hz system, and to withstand a fault level of 35 kAmp symmetrical for 1 sec at 415 V complete as per below specifications, as required as per direction of Engineer in Charge.: 160Amp PANEL For Boys Hostel & Girls Hostel with 160A 4P MCCB (36kA) - 1 No. as incoming, 40A 4P MCB (C-Curve)- 13 Nos, 32A 4P MCB (C-Curve)- 13 Nos, 32A 2P MCB(C-Curve)- 3 Nos. as Outgoing and 3 Nos 200/5A CT, Multifunction Meter and 200A Aluminum Bus Bars. All switchboards shall have provision for entry of cables from the bottom as required. All live accessible parts shall be shrouded and all equipment shall be finger touch proof. The bus bars shall be insulated with heat shrinkable sleeves.SMC/DMC shrouds and busbar supports shall be used.
Supply, installation, testing & commissioning of floor mounting front operated front access extensible type cubicle Indoor panel totally enclosed, dust and vermin proof with IP-42/55 protection with hinged and lockable doors. CRCA sheets (16 SWG) including Busbars, interconnections, tinned copper crimping lugs, bonding to earth and painting suitable for use at 415 V, 3phase 4 wire 50 Hz system, and to withstand a fault level of 35 kAmp symmetrical for 1 sec at 415 V complete as per below specifications, as required as per direction of Engineer in Charge.: 160Amp PANEL For Boys Hostel & Girls Hostel with 160A 4P MCCB (36kA) - 1 No. as incoming, 40A 4P MCB (C-Curve)- 13 Nos, 32A 4P MCB (C-Curve)- 13 Nos, 32A 2P MCB(C-Curve)- 3 Nos. as Outgoing and 3 Nos 200/5A CT, Multifunction Meter and 200A Aluminum Bus Bars. All switchboards shall have provision for entry of cables from the bottom as required. All live accessible parts shall be shrouded and all equipment shall be finger touch proof. The bus bars shall be insulated with heat shrinkable sleeves.SMC/DMC shrouds and busbar supports shall be used.
Supply of 4.0 C x95 sq.mm sq.mm aluminium, PVC Sheathed, XLPE insulated armoured power cable of 1.1 KV grade including all accessories, cost of labour, T&P etc complete the work as per Direction of Engineer-In-Charge.
Laying of XLPE power cable of 1.1 KV grade of size 95 sq.mm direct in ground including excavation, sand cushing, protective covering and refilling the trench including all accessories, cost of labour, T&P etc complete the work as per Direction of Engineer-In-Charge.
Supply and making end termination with brass compression gland and aluminum lugs for 4.0 C x95 sq.mm XLPE aluminum cable of 1.1 KV as required including all accessories, cost of labour, T&P etc complete the work as per Direction of Engineer-In-Charge.
LIGHTNING ARRESTETR & EARTHING SYSTEM :
Supply of 8 mm Aluminum Round Conductor complete as specified in drawing & Meets the requirements of VDE 0185-305 (IS/IEC 62305) make: OBO / ABB ( Farse) / Dehn
Supply of Roof conductor holder for parapet- Polyamide Conductor holder: With M8 female thread or diameter 7mm, M8 Screw to connect the conductor holder.Weather and temperature resistant from -35 to +90 degree Celsius tested. Conductor holder @ 1 meter distance make: OBO / ABB ( Farse) / Dehn
Polyamide roof cable holder for flat roof: DIN 48829 Form B1. Closed form with bottom. Filling weight 1Kg (frost-resistant concrete). Sleeve from polyethylene, black @ 1 meter distance. make: OBO / ABB ( Farse) / Dehn
Vertical air terminal with accessories:Providing of Air terminals as per IS-IEC -62305 part-3 Nominal size Ø10/16 mm aluminium rod: 2 Mtr Airterminal: semi-hard (E-AlMgSiO5 corresponds to DIN 48801) Suitable for high wind load. make: OBO / ABB ( Farse) / Dehn
Vertical air terminal with accessories:Providing of Air terminals as per IS-IEC -62305 part-3 Nominal size Ø10/16 mm aluminium rod: 4 Mtr Airterminal: semi-hard (E-AlMgSiO5 corresponds to DIN 48801) Suitable for high wind load. make: OBO / ABB ( Farse) / Dehn
Providing of Stand for Fang Fix system 16 kg with base and clamp ,made up of frost resistant concrete and tested upto 100KA lightning current.
make: OBO / ABB ( Farse) / Dehn
Providing of cross universal connector: For T and cross connection, to route vertical down conductor /mesh formation made of hot dipped galvanised iron with necessary screws etc as required. Installed with 4 hexagonal bolts M8*25 with M8 hexagonal nuts . make: OBO / ABB ( Farse) / Dehn
Providing of expansion piece with connector: For equalising temperature related length changes. Necessary on conductors length over 20 meters. For round conductor Rd 8/ALU. make: OBO / ABB ( Farse) / Dehn
Connector: For T cross and parallel connectors. Quick installation using hexagonal bolt M10X30 high-grade hot dip galvanised. Conforms to the requirements according to DIN VDE 0185-305 (IS-IEC 62305)(2nos/expansion piece).
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.40 MB
SBD_13.pdf
Tender Documents • 1.92 MB
BOQ_565008.xls
BOQ • 0.60 MB
OMAV_JEYPORE_DRAWINGS.pdf
Additional Documents • 13.83 MB
Download all tender documents and submit your bid