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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 CrAccepted-AOC NO 82 ALLINGI GOUNDER THOTTAM THIRUMALAIGIRI NADUCOMBAI POST KALAPPANAICKENPATTY NAMAKKAL 637 404 | NAMAKKAL | TAMIL NADU | 637404 | ₹12.5 Cr Quoted ₹12.9 Cr | L1 | Accepted-AOC Lowest Tenderer |
| 2 | L2₹13.1 CrRejected-AOC NO 1A 41 SUB LANE 1 PARAMATHI ROAD NAMAKKAL 637 001 | NAMAKKAL | TAMIL NADU | 637001 | ₹13.1 Cr | L2 | Rejected-AOC Second Lowest Tenderer |
| 3 | L3₹13.3 CrRejected-AOC NO 93 KADAL THOTTAM VADAPALANI KUMARAPALAYAM POST NATHAKADAIYUR VIA ERODE 638 108 | ERODE | TAMIL NADU | 638108 | ₹13.3 Cr | L3 | Rejected-AOC Third Lowest Tenderer |
| Sl No | Description | Qty | Unit | kadal constructions L3 | JAYAM ENGINEERING AND CONSTRUCTION L1 | KSR ASSOCIATES L2 |
|---|---|---|---|---|---|---|
| 1.00Installation charges inclusive of transportation to site and the driven pile equipment employed for the works including setting of pile driving equipments with all accessories and tools of each of the pile location based on the sequence of operation approved by the departmental engineers irrespective of the location and distance involved in movement of pile driving equipment for all sizes of piles and dismantling the driven pile equipment etc., complete. | ||||||
| 1.01 | 600 mm dia pile | 2 | Nos | 54,000 ₹1.1 L | 55,000 ₹1.1 L | 53,500 ₹1.1 L |
| 2.00Installation of Vertical Bored cast in situ RCC piles in all types of soils using Design Mix concrete of M30 grade with sulphate resisitant cement, fine aggregate, 20 mm and down graded HBGS jelly coarse aggregate. the rate included cost of reinforcing steel, binding wire, fabrication, welding charges, placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with bentonite solution with temperory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavation of mud pits for circul.ation Bentonite solution, closing the mud pits to origional level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456 - 2000. Acceptance criteria by clause 16.1. frequency of testing should be as per clause 15.2.2. the length of pile for payment shall be measured up to natural ground level. The work should be carried out as per IS 2911. Pile depth should be decided by the departmental office at site. | ||||||
| 2.01 | 600mm dia pile having longitudinal main reinforcement of 8Nos 20 # dia with helical reinforcement at 10mm dia at 200mm c/c with inner rings of 12mm dia @ 1000mm c/c with lifting hook of 12mm dia at required length | 3,330 | Rm | 10,040 ₹3.3 Cr | 10,200 ₹3.4 Cr | 9,900 ₹3.3 Cr |
| 3.00Initial Load Test as per IS 2911 Part IV 2013 including cost of single pile (250% of pile capacity), labour, reinforcement charges and all other incidential charges including excavation, shoring, strutting, dewatering etc. as necessary hire charges for jacks, measuring devices, Structural Frame work for platform, Kent ledges etc, as required and providing pile cap. | ||||||
| 3.01 | 600 mm dia pile | 1 | Nos | 1,08,000 ₹1.1 L | 1,10,000 ₹1.1 L | 1,06,900 ₹1.1 L |
| 4.00Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges and all other incidental charges including hire charges for jacks , measuring devices , structural frame work for plot form,kent ledges etc., as required and as directed by the departmental officers etc., complete. | ||||||
| 4.01 | 600 mm dia pile | 1 | Nos | 1,08,000 ₹1.1 L | 1,10,000 ₹1.1 L | 1,06,500 ₹1.1 L |
| 5.00 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers. | 581 | m³ | 125 ₹72,625 | 105 ₹61,005 | 122 ₹70,882 |
| 6.00 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 42 | m³ | 288 ₹12,096 | 250 ₹10,500 | 285 ₹11,970 |
Tender Value
Refer Docs
EMD Value
₹6.2 L
Closing Date
25 Jul 2025, 3:00 pmClosed
superintending Engineer, PWD.,
O/o. The superintending Engineer, PWD., Buildings (CandM) Circle-1, Chepauk, Chennai-5.
Construction of Nursing Hostel Building at Lady Lawley Campus in I.O.G, Egmore, Chennai-08.
2025_PWD_574758_1
PWD/BCMC1/16/2025-26
Open Tender
Civil Works - Buildings
540 days
Egmore
Refer Tender Condition
14 documents required · 14 mandatory
₹0
₹6.2 L
26 Nov 2025
21 Jul 2025
25 Jul 2025
21 Jul 2025
25 Jul 2025
21 Jul 2025
Amount
Installation charges inclusive of transportation to site and the driven pile equipment employed for the works including setting of pile driving equipments with all accessories and tools of each of the pile location based on the sequence of operation approved by the departmental engineers irrespective of the location and distance involved in movement of pile driving equipment for all sizes of piles and dismantling the driven pile equipment etc., complete.
600 mm dia pile
Installation of Vertical Bored cast in situ RCC piles in all types of soils using Design Mix concrete of M30 grade with sulphate resisitant cement, fine aggregate, 20 mm and down graded HBGS jelly coarse aggregate. the rate included cost of reinforcing steel, binding wire, fabrication, welding charges, placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with bentonite solution with temperory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavation of mud pits for circul.ation Bentonite solution, closing the mud pits to origional level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456 - 2000. Acceptance criteria by clause 16.1. frequency of testing should be as per clause 15.2.2. the length of pile for payment shall be measured up to natural ground level. The work should be carried out as per IS 2911. Pile depth should be decided by the departmental office at site.
600mm dia pile having longitudinal main reinforcement of 8Nos 20 # dia with helical reinforcement at 10mm dia at 200mm c/c with inner rings of 12mm dia @ 1000mm c/c with lifting hook of 12mm dia at required length
Initial Load Test as per IS 2911 Part IV 2013 including cost of single pile (250% of pile capacity), labour, reinforcement charges and all other incidential charges including excavation, shoring, strutting, dewatering etc. as necessary hire charges for jacks, measuring devices, Structural Frame work for platform, Kent ledges etc, as required and providing pile cap.
600 mm dia pile
Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges and all other incidental charges including hire charges for jacks , measuring devices , structural frame work for plot form,kent ledges etc., as required and as directed by the departmental officers etc., complete.
600 mm dia pile
Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers.
Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means
Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers - Mixing by mechanical means
Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
Supplying and filling in foundation, basement, etc with Conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers.
Supplying and filling in foundation, basement, etc with filling crushed stone dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
Brick work in following Cement Mortar 1:5 using best quality Burnt Clay Brick of size 9”x 4 3/8” x 2 3/4” with class designation of 12.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge.
For Foundation and basement
Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x75mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge.
For Superstructure in Ground Floor
For Superstructure in First Floor
For Superstructure in Second Floor
For Superstructure in Third Floor
For Superstructure in Fourth Floor
Brick partition walls of 11.50cm thickness using best quality Fly ash Brick of size 230x110x75mm with class designation of 12.5 conforming to IS 13757-1993 or IS 12894-2002 in Cement Mortar 1:3 (One Cement and Three CS Sand) using hoop iron reinforcement if found necessary including Cost of Mortar Plasticizer, curing etc. complete complying with standard specification and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately)
For Superstructure in Ground Floor
For Superstructure in First Floor
For Superstructure in Second Floor
For Superstructure in Third Floor
Providing Anti-termite treatment to soil adjecent and under building foundation, plinth periphery of the building by application of chemicals of IS 63613 part I to IV in stages to suit the progress of work consist as per the detailed specification as below. Including breaking of termite mounds, making holes with crow bar, closing the holes after the treatment and including cost of chemicals, labour charges, transport and storing etc., complete and as directed by the departmental officers.
Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid).
Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be rovided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).
Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc. using mild steel sheets of size 1200cm x 60cm and 10 BG stiffened with welded mild steel angles of size 40mm x 40mm x 5 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner, Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals. MS Channel Section (ISMC 100) shall be provided as a vertical upport @1.20m C/C and with Lateral support of Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) & steel pipes of 20mm dia @ required level/spacing etc. complete complying with standard specifcation and as directed by the departmental officers. (Payment for centering shall be given after the concrete is laid)
Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).
Supplying and erecting centering for plane surfaces such as RCC Floor Slab, Roof Slab, Loft, Landing Slabs, etc with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over steel adjustable span of size 2m x 2m (expandable upto 3.60m) and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).
Providing and laying in position, standardised concrete Mix M-20 Grade using In-situ Concrete batching plant/ Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as perIS:9103toaccelerate, retard setting of concrete,improve workability without impairing strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10- 12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials).
Providing and laying in position, Standardised Concrete Mix M-30 Grade using In-situ Concrete batching plant/ Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).
For Foundation and Basement
For Superstructure in Ground Floor
For Superstructure in First Floor
For Superstructure in Second Floor
For Superstructure in Third Floor
For Superstructure in Fourth Floor
Supplying, fabricating and placing in position Mild Steel / Ribbed for Steel reinforcement grills of all variety like HYSD/CTD/TMT and all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire)
Plinth / Basement level
Add additional labour for works above plinth/Basement level in every upper floor over the preceding floor or Below Ground level of every 3.50m depth.
Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no crushed stone sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers.
Finishing the top of roof with one course of machine pressed tiles of following size of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stone Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers
Pressed Tiles of 230mm x 230mm x 16 mm to 18mm
Paving the floor with best quality Double charged Vertified tiles 600 x 600 x 8mm of approved colour, shade and quality laid in cement mortar 1:3 (one cement and three crushed stone sand) 20mm thick in all floors and the top pointed with the white cement mixed same colour pigments etc., complete complying with standard specification. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)
Dadooing walls with following best approved quality, white / colour glazed tiles conforming to IS 15622 of following sizes in Cement Mortar 1:2 (One Cement and Two crushed stone sand),10 thick with Mortar Plasticizer and pointing the joints with Water Resistant Tile Epoxy Grout at the rate of 0.27 Kg. / sq.m. neatly in all floors, curing, etc., complete complying with standard specification and as directed by the departmental officers.(The make and brand of the tiles should be got approved by Executive Engineer before use on works)
Dadooing with printed design colour glazed tiles of size 300 x 450 x 8mm
Flooring with ceramic tiles of following size and variety conforming to IS 15622 laid over cement mortar bed of 20 mm thick in cement mortar 1:3 (One Cement and Three crushed stone Sand) with required Cement Slurry and Mortar Plasticizer including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with Water Resistant Tile Epoxy Grout at the rate of 0.27 Kg. / sq.m. etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)
Self Designed Colour Ceramic Tiles of size 305 x 305 x 6mm
Paving the floor with best approved quality fine polished Kota stone slabs of size 600 x 600 of 18 / 20mm with machine cut edges and matching marble slab not less than 100mm width other than Adanga Marbles as border laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three crushed stone sand) fixing the slabs in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments and polishing with floor polisher to a high degree of finish etc., The kota stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification.
Paving the floor with pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in accordance with IS 1443 over a cement mortar bed of 20mm thick in Cement Mortar 1:3 (One Cement and Three crushed stone sand) with required Cement Slurry and Mortar Plasticizer and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)
Paving the floor with best approved quality fine polished Granite Stone Slabs of following size and Variety with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three crushed stone sand) with required Cement Slurry and Mortar Plasticizer and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., complete complying with standard speicification and as directed by the departmental officers.(The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work)
Skirting the wall with fine polished Granite Stone Slabs of size 1200 x 600 of 18 / 20mm thick of Jet black best quality in Cement mortar 1:2 in all floors etc., complete complying with standard specifications and as directed by the departmental officers. (Jet Black)
Supplying and fixing fine polished cuddapah slab of following thickness for cup-board arrangements including laying to correct alignment with necessary cement mortar and black powder etc, complete complying with standard specification and as directed by the departmental officers
20 / 30mm thick
Providing & Fixing Staircase hand rail for staircase made out of 50.80mm dia stainless steel tube of 1.60mm thick at required locations to a height of 1000mm from finished floor level, welded to 38.10mm dia S.S.tube post of 1.60mm thick as vertical at 1m centre to centre with 3 nos of 25.40 mm dia horizontal S.S.tubes of 1.60mm thick in between as per details shown in the drawing and as directed. Rate shall include for grouting into concrete with necessary supporting arrangements in hand rail vertical and in floor, welding the base cup of post into slab reinforcement polishing.buffing and protecting the hand rail surface etc.complete as directed by the departmental officers.
Stainless Steel (Salem Stainless Steel) Door Frame - Box Section using Stainless Steel Plate with following thickness with the size of 100mm x 60mm with a rebate of 30 / 35mm x 15mm on one side of the frame including supplying and fixing dovetail splayed end stainless steel Hold fast etc including dismantling,making necessary chipping and holes in RCC columns, walls with power drills to the extent required ,including providing concrete 1:2:4 inside the box curing etc complete complying with standard specification and as directed by the departmental officers - SS Door Frame with thickness of 1mm/1.60mm.
Manufacturing and supplying of 35mm thick solid core block board flush single/double leaves shutters with teakwood ply veneering on both sides hot pressed bonded with liquid phenol formaldehyde resins and external lipping by TW around rebate cutting etc as per IS 2002 part I of 1991 including TW lipping of size 35 x 12 mm including labour charges for fixing all furniture fittings and specials. The flushshutters should be ISI specification and got approved by the Departmental officer before fixing. Alu. fittings of 6" tower bolt -1 no, 4" tower bolt - 1 no, door stopper- 1 no, Aldrop - 1 no , hinges 6 " - 3 nos., ornamental lock and handle etc complete as directed by the departmental officers.
Single Leaf
Solid PVC door shutters using 19 Gauge 19mm MS square tubes for styles and outer frames. 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC sheets. Shutter using 5mm thick solid PVC sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The over all size of styles shall be 50mm x 30mm. The over all size of top rail, Lock rail and bottom rail shall be 75mm x 30mm. The over all size of frames shall be 50mm x 45mm, with suitable rabate for housing the shutter.
Solid panel PVC door with frame
Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open / Sliding) with mosquito peotection mesh net from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work
Fabrication, supply and fixing in position of ‘N’ type ventilators using M.S. angle of size 25 x 25 x5 mm for frame and M.S. Flat of size 20 x 3 mm for fixing the weld mesh and using 25 x 22 x3 mm ‘T’ section for frame glass. Special type of Hold fast welded to the frame of 45 degree inclined towards centre for wall and fxing the weldmesh 25mm square including cost of 3mm thick pinheaded glass panes for all panels and fixing the glass panels with necessary clips & putties with required bolts, nuts and washers and one coat of red oxide primer etc. including necessary dismantling, making holes in RCC columns, beams, masonry wherever necessary with power drill to the extend required and made good to the original conditions after fising complete complying with standard specification and as directed by the departmental officers
Supplying and fixing Mild Steel grills for windows, ventilators etc.,complete complying with standard specifications and as directed by the departmental officers.
Supplying and fixing colour galvalume sheet roof of 0.47mm thick and steel tubular box section of 100x50x3mm of 1meter interval including priming coat fixing in position with all necessary accessories complete complying with standard specification and as directed by the departmental officers.
Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the departmental officers.
Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 10mm thick including mortar plasticizer at 200ml per 50Kg of cement used , hacking the surfaces and curing, etc., in all floors complying with standard specification and as directed by the departmental officers
Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification and as directed by the departmental officers.
Painting the wall two coats with approved weather proof Exterior Emulsion paint over one primer coat on cement plastered wall surface ect., complete complying with standard specification and as directed by the departmental officers.
Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with Two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) Three coats
Supplying and painting the walls with two coats of wall putty as instructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications and as directed by the departmental officers. (The wall putty shall be got approved by the Executive Engineer before use of work).
Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothly with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The surface shall then be allowed to dry for atleast 48 hours. It shall then be sand prepared (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the departmental officers. (The rate are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coats of putty, scrapping the putty area to level the surface smooth etc., complete). The putty should be got approved by the Executive Engineer before use on works..
Brick Jelly Lime Concrete 1:2:5 using 40mm brick jelly in Lime Mortar 1:2 using limestone and sand - 10 Cu.m for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor finish, curing etc. complete complying with standard specification. (For flooring in toilet partions except water closet portions).
In Ground Floor
In First Floor
In Second Floor
In Third Floor
Providing Polymer Coating (Water Proof Coating) for sunken Portion of toilet with following specification and the surface shall be cleaned to remove all dust, foreign, matters lose materials or any other deposits of contamination by rubbing with wire brush. Slurry: Dry blend and polymer liquid blend shall be mixed into the desired ratio as per recommendation of the supplier. The mix shall be stirred throughly until no bubbles remain in the mix. Any lumps found in mix shall be removed. Apply first coat of polymer modified cementitious slurry by brush on wet cleaned surface. After drying, second coat shall be applied on the first coat as directed by the departmental officers etc. The rate inclusive of cost of materials and labour, etc., complete.
Supplying and fixing Ornamental Teak Wood door of overall Size 6.00 x 3.00m with the door opening of 3.00 m & balanced portion fixed both side of shutter made of toughned glass having designed to elegant look .. FRAME : outer frame of well Seasoned Teak wood scantlings of size 8” x 6” with required carvings and rebates to suite the door shutter. .The Frame should be fixed in position with necessary anchorage such as heavy duty holdfasts by dismantling the R.C.C or stone Masonry and redoing the same to the original position with Cement Concrete and adhesive material required for the job so as to keep the frame in vertical position and true to the plumb. The frame should also be embedded into the floor by making necessary dismantling on the floor and redoing the same to its original position after placing the same.
Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes having a pressure of 4 kg. / sq.cm including cost of neceSORy PVC shoe, PVC bend, cast iron gratings of required diameter and special clamps, brass screws, nails, etc., and fixing of cast iron gratings at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cast of removable cast iron grating. The PVC pipe shall be fixed in wall with special type of “U” clamp at the centre of the pipe line in addition to those for more than 3.0 metre pipe length, etc., complete complying with standard specification and as directed by the departmental officers
160mm dia
Supplying, laying and jointing UPVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works. Internal Water supply - commercial applications
20mm dia UPVC pipe
Supplying, laying and jointing UPVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works. Above ground level. (External Water Supply) - commercial applications
32mm dia UPVC pipe
25mm dia UPVC pipe
20mm dia UPVC pipe
Supplying, laying and jointing PVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing PVC specials using PVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works. ing dia including cutting, threading and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works. Below ground level (External Water supply)
For laying PVC pipes of dia 32mm
Supplying UPVC Specials (with working pressure 10 kg. / sq.cm.) in water supply arrangements (both in internal and external water supply arrangements) Note: Since the labour for cutting, threading / pasting, sundries have already been included under pipe line item of works, no separate provision for fixing UPVC specials needs to be allowed
32mm dia UPVC Union
25 mm dia UPVC Union
20 mm dia UPVC Union
32mm dia UPVC Elbow
25mm dia UPVC Elbow
20mm dia UPVC Elbow
32mm dia UPVC Tee
25mm dia UPVC Tee
20mm dia UPVC Tee
32mm dia UPVC Coupling
25mm dia UPVC Coupling
20mm dia UPVC Coupling
32mm dia UPVC Nipple
25mm dia UPVC Nipple
20mm dia UPVC Nipple
32x25mm dia UPVC Reducer
25x20mm dia UPVC Reducer
20x15mm dia UPVC Reducer
32x25mm dia UPVC Reducer Tee
25x20mm dia UPVC Reducer Tee
20x15mm dia UPVC Reducer Tee
Supplying and fixing in position first quality and approved variety of Gun metal Gate Valve with BIS make of the following dia including cost of shellac, thread balls, etc., complete complying with standard specifications (for both internal and external water supply arrangements). The valves to be used on work shall be got approved by the Executive Engineer before use on work.
32mm dia Gun Metal Gate Valve
25mm dia Gun Metal Gate Valve
20mm dia Gun Metal Gate Valve
Supplying and fixing position CI Nahani Trap / Floor Trap of the following sizes with best stainless steel gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime, two part of sand and five part of 40mm gauge brick jelly) and finished with Cement Mortar 1:3 (One Cement, Three sand) including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving connection to the CI / PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved by the Executive Engineer before use on works)
Nahani Trap of size 100 x 75mm with SS gratings
Supplying and fixing in position 15mm dia brass CP screw down tap / Pillar tap (heavy duty) of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc., complete complying with standard specification and including cutting and threading wherever necessary. (Taps should be got approved by the Executive Engineer before use on the works)
SD Tap
Pillar Tap
Providing & fixing Stainless Wash Sink of size 600 x 450 x 200mm depth with border width of 50mm icluding folding of edges of approved make, connection pipe of approved make & CP waste coupling over the Granite Platform including providing SS vertical splash board of 600mm ht.along with fixing G.I. waste pipe of 32mm dia ‘C’class Approved make below the sink upto Nahani trap through required fixing arrangement like Jam nut etc. complete as directed by the departmental officers .
Supplying and fixing in position Indian make bevelled edge mirror of approved quality and brand PVC / Fibre Glass framed 600 x 450 x 5.5mm thick mirror, shelf type with hard board backing of approved colour fixed with brass screws, rawl plug, etc., complete complying with standard specification. (The mirror should be got approved by the Executive Engineer before use on woks)
Size 600x450mm
Supplying and fixing best approved best quality brass CP soap tray of size 150 x 150mm including cost of teak wood plugs, brass screws, etc., complete complying with standard specifications. (The soap tray should be got approved by Executive Engineer before use on works).
Supplying and fixing approved best quality brass CP towel rail 600mm long and 20mm dia with brackets of same materials including cost of teak wood plugs and CP screws, etc., complete complying with standard specifications. (The tower rail should be got approved by Executive Engineer before use on works).
Supplying and fixing in position CP shower rose with CP stop cock arrangement of size 15mm dia inlet and 100mm outlet to the pipe line with necessary cutting, threading and jointing using shellac etc., complete complying with standard specification and as directed by the departmental officers (The CP shower rose should be got approved by the Executive Engineer before use on works).
Supplying and fixing in position white / colour glazed European Water Closet of best quality and approved make with 100 mm "P" or "S" trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC / 12.5 litres capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fittings such as 15mm brass ball valve with polythene float with brass handle, union, coupling connected by means of 40mm white PVC flush hand using Indian adopter joint including all internal fittings..... such as 15mm brass connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws and also giving necessary connection to the PVC pipe including cost of 600mm length of 110mm dia PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doing the dismantled masonry to original condition etc. complete complying with standard specifications. (The EWC and flushing tank wiht all accessories should be got approved by the Executive Enginer before use on works)
White glazed European Water Closet with 10 litre capacity PVC flushing tank fixed on to wall
Supplying and fixing in position first quality and approved PVC Water tank complete complying with standard specifications. The PVC Water tank to be used on work should be got approved by the Executive Engineer before use on work.
Drilling borewells any where in Tamilnadu including transportation from one place to another place within tamilnadu in alluvial soil or sedimentary strata of clay and sand or sandstone, shale, pebbles, boulders etc., by first taking pilot bore hole of 140/150/200mm dia and then enlarging to required dia by direct or reverse rotary muds circulation method using contractor's rig, fuel, labour for driling, bentonite mud and water required for drilling at the site shown by the departmental Officers including construction of mud pit only calyx drills are to be used etc.
Reaming from 140/150mm dia pilot bore to 300mm dia bore as directed by the departmental officers etc.
Charges for developing the borewell with air compressor of 600 cfm capacity (Minimum 8 hours) including transportation, labour and fuel charges for compressor as directed by the dept. officers and conducting yield test by 'Y' notch method.
Supplying PVC casing pipes of following dia of best and approved quality with or without slot for bore well as approved by the departmental officers etc. complete.
140 mm dia Slotted pipe
140 mm dia Plain pipe
Labour charges for inserting PVC casing pipe assembly in the drilled bore hole including jointing the pipes with PVC couplers and supplying and packing the annular space with pebbles etc. complete as directed by the departmental officers .
Supplying and fixing the P.V.C. end cap of 160 mm dia at the end of P.V.C. casing pipe etc., complete complying with standard specification. The bore cap should be got approved by the Executive Engineer before use on works.
For casing pipe of 6" dia borewell
Supplying of best and approved quality of HDPE pipe of the following size including laying in the borewell and tying with copper wire etc.,complete complying with standard specification.
40mm dia
Supplying and erecting ISI make Submersible pump of 3.00 HP / 5.0 KW model CSM-9 with outer dia 50mm of IS 14220 specification with submersible S/D starter of 8.9 - 13.50 A rekat with 13.5 A rating and 380-415 V AC coil voltage as per specification. Providing necessary panel board with DOL bush button starter with over load relay three phase preventer indicating lamps ON/OFF switches-1 No automanual seletion switch complete as directed etc., complete.
Supplying and tying of Nylon rope of 15mm dia thread make with best quality of Nylon rope etc., complete as directed by the Executive Engineer. The Rope should be got approved by the Executive Engineer before use on works.
Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications. (The PVC pipes should be got approved by the Executive Engineer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level
75mm dia
110mm dia
Supplying and fixing in position PVC specials of the following dia and types of approved quality confirming to BIS and providing leak proof joints including fixing to the walls and giving connection to the PVC soil stacks, dismantling the masonry or RCC works and re-doing the dismantled portion to original condition etc., complete complying with standard specifications. (The PVC specials should be got approved by the Executive Engineer before use on works).
75mm dia Elbow
110mm dia Elbow
75mm dia Elbow with Door
110mm dia Elbow with Door
110mm dia Y with Single Door
Construction of INSPECTION CHAMBER following clear sizes including earth work excavation, CC 1:5:10 of 10 cm thick and brick work in Cement Mortar 1:5 [One cement and Five sand] using best quality of second class Table Mould Bricks of size 9" x 43/8" x 23/4" with Plastering with Cement Mortar 1:3 [One Cement and Three Plastering Sand] 12 mm thick to inner and outer sides and wearing coat 1:3:6 [One Cement, Three crushed stone sand and Six Aggregate] 15 cm thick and covered with precast slab 5 cm thick etc., complete complying as directed by the departmental officers as per standard specification.
Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two crushed stone sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)
40 mm thick
Supply, erection, testing and commissioning Mono Block type Fire fighting Pressurisation Pump of 180 LPM 110 metres head at 10 HP with suitable base frame incluidng necessary vibration bad mounting etc., including conveying, fixing and incidental charges, etc., complete as per standard specification and as directed by the Departmental Officers (Make: Kirloskar / Equivalent)
Supply and laying of following size of Armoured Aluminium / Copper Cables for electrical motor, control panel, pressure switch, jockey motor etc., all incidental charges, necessary scaffolding and re-doing the dismantled portions to its original condition whererver found necessary etc complete as per standard specification and as directed by the Departmental Officers. Make: POLYCAB /PARACON / FINOLEX /EQUIVALENT.
3 core 10 sq.mm armoured copper cable
2 core 2.5 sq.mm armoured copper cable
Supply, erection, testing and commissioning of following MS 'C' Class Heavy Duty Pipe as per IS 1239 to withstand a developing pressure of 10kg /sq.cm including necessary fittings like MS flange of table 'E' elbows, reducers, gaskets, bolt, nuts wth washerr & joints as per standard method of arc welding, including one coat of metal primer and two coat of Post Officer Red painting including conveyance, all incidental charges, necessary scaffolding and re-doing the dismantled portions to its original condition whererver found necessary etc complete as per standard specification and as directed by the Departmental Officers. Make: JINDAL/ EQUIVALENT.
100mm Dia
80mm Dia
25mm Dia
Providing & fixing of 100 dia butterfly valve (PN 1.6) with flanges, nut bolts, gaskets and necessary pad locking arrangement complete required ( Normex, Katar, NVR )
Supply, erection, testing and commissioning of Air Release Valve of 20mm dia so as to release airlock in 100mm dia MS pipe at top most wet riser, ncluding conveyance, all incidental charges, necessary scaffolding and re-doing the dismantled portions to its original condition whererver found necessary etc complete as per standard specification and as directed by the Departmental Officers. Make: KARTAR/ EQUIVALENT.
Supply, erection, testing and commissioning of Cast iron and Gun metal or stainless steel internal Non return valve of following sizes to control one way flow of water to be installed pump room at delivery line and near overhead tank at terrace level near to jockey pump and motor including necessary MS flange of table 'E' gaskets, bolts & nuts etc., as per IS 5312 including conveyance, all incidental charges, necessary scaffolding and re-doing the dismantled portions to its original condition whererver found necessary etc complete as per standard specification and as directed by the Departmental Officers.
100mm dia
Supply, erection, testing and commissioning of Pressure Gauge with 0 to 14kg. Range of reputed make with necessary valve, milling thread MS coupling fixed at delivery pipe ling in pump house to read the developing pressure including conveyance, all incidental charges, necessary scaffolding and re-doing the dismantled portions to its original condition whererver found necessary etc complete as per standard specification and as directed by the Departmental Officers. Make: H-GURU / ISI MAKE / EQUIVALENT.
Supply, erection, testing and commissioning of Cast iron body and Gun metal or stainless steel internal Nonreturn valve of following sizes to control one way flow of water to be installed pump room at delivery line and near overhead tank at terrace level near to jockey pump and motor including necessary MS flange of table „E‟, gaskets, bolts & nuts, etc. as per IS 5312 including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary, etc., complete as per standard specification and as directed by the Departmental Officers
150 mm dia
100 mm dia
Supply, erection, testing and commissioning of suitable Pressure Switch of reputed make line indfoss or Donfoss including necessary valves, couplings, etc., connected with electrical main control panel and setup at proper differential so as to auto start and auto stop the electrical motor, jockey motro including conveyance, all incidental charges, necessary scaffolding and re-doing the dismantled portions to its original condition whererver found necessary etc complete as per standard specification and as directed by the Departmental Officers. Make: DONFOSS / INDFOSS / ISI MAKE / EQUIVALENT.
Supply, installation of Fire fighting Application 180 degree swinging type, hose reel drum with 20mm dia braided thermoplastic hose 30 metres long, so as to extend to necessary distance by self rolling spindle wheel including necessary 20 mm dia ball valve and open and close spray nozzie, warm clip, etc., as per the standard pattern of nay reputed make at every floor nearer to hydrant valve, including conveyance, all incidental charges, necessary scaffolding and re-doiing the dismantled portions to its original condition wherever found necessary., etc complete as per standard specification and as directed by the Departmental Officers. Make: OMEX / KARTAR / LIFE GUARD / SAFE GUARD / EQUIVALENT.
Supply and fixing of Fire fighting application oblique type stainless steel Hydrant Valve of size 63mm dia with oblique type instantaneous coupling wht rotating wheel to open and close the valve including MS flange of table 'E' bolts & nuts with washer as per IS 5290 at ring main around the building and wet riser inside the building including conveyance, all incidental charges, necessary scaffolding and re-doing the dismantled portions to its original condition wherever found necessary etc complete as per standard specification and as directed by the Departmental Officers. Make: OMEX / KARTAR / LIFE GUARD / SAFE GUARD / EQUIVALENT.
Supply, erection testing and commissioning of Fire fighting 2 way Fire Brigade Inlet with necessary gun metal 63mm dia non-return spring shutter arrangements so that to control one way flow at the time of emergency water supply by fire and rescue service fire engine entry including conveyance, all incidental charges, necessary scaffolding and re-doing the dismantled protions to its original condition wherever found necessary, etc., complete as per standard specification and as directed by the Departmental Officers (Make: KIARTAR / OMEX / EQUIVALENT)
Supply of Fire fighting Application Application MS Hose Box to keep two number of hoses and 1 no. of branch pipe with nozzie having proper glass window type double door with universe open key, painted inside white and outside Post Office Red. Near every hydrant points including conveyance, all incidental charges, necessary scaffolding and re-doing the dismantled portions to its original condition whererver found necessary etc complete as per standard specification and as directed by the Departmental Officers. Make: OMEX / KARTAR / LIFE GUARD / SAFE GUARD / EQUIVALENT.
Supply and fixing of stored pressure ABC (Mono Ammonium Phospate) Powder Type Fire Extinguisher of 6 kg. capacity as per IS 15683 with pressure gauge, discharge hose & control nozzie, wall mounting bracket, safety clip etc., ncluding conveyance, all incidental charges, necessary scaffolding and re-doing the dismantled portions to its original condition whererver found necessary etc complete as per standard specification and as directed by the Departmental Officers. Make: EXCELLENT/ SAFETY FIRST ? EQUIVALENT.
Supply and fixing Carbon-di-Oxide Gas Type 2 kg. capacity Fire Extinguisher as per New IS:15683., complete with control valve, discharge hose with horn, wall mounting bracket, safety clip etc., ncluding conveyance, all incidental charges, necessary scaffolding and re-doing the dismantled portions to its original condition whererver found necessary etc complete as per standard specification and as directed by the Departmental Officers. Make: EXCELLENT / SAFETY FIRST ? EQUIVALENT.
Supply, installation, testing and commissioning of Micro processor based Conventional 12 Zone Fire Alaram Control Panel having the rating of 24 volt DC power supply consisting 230/24 volt SMPS unit, 2Nos. Of 12 volt 7AH standby batteries suitably mounted on wall using fixing accessories like screws plug clamps and etc., as per standard methods and as directed by the departmental officers
Supply, Installation, testing and commissioning of Conventional Smoke Detector suitably mounted on ceiling with MS junction box / false ceiling using fixing accessories llike screws, plug, clamps, etc., as per standard methods and as directed by the Departmental Officers, (Make: Apollo / Equivalent)
Supply, installation, testing and commissioning of Manual Call Point (MCP) providing on wall using fixing accessories like screws, plug, clamps and etc., as per standard methods and as directed by the Departmental Officers, (Make: Ravel / Equivalent)
Supply, installation, testing and commissioning of Electronic Hooter / Sounder providing on wall using fixing accessories like screws, plug, clamps and etc., as per standard methods and as directed by the Departmental Officers, (Make: Ravel / Equivalent)
Supplying of best and approved quality of HDPE pipe of the following size including laying in the borewell and tying with copper wire etc.,complete complying with standard specification. 25 mm dia
KSR ASSOCIATES (BID ID -1411606)
kadal constructions (BID ID -1410897)
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