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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC 170 F2 PARANJOTHI STREET THIRUPATHI NAGAR VALASARAVAKKAM CHENNAI 600 087 | CHENNAI | TAMIL NADU | 600087 | ₹2.6 Cr Quoted ₹2.7 Cr | L1 | Accepted-AOC Accpeted |
| 2 | L2₹2.7 Cr+₹6.4 L (2.39%)Rejected-AOC NO 6 15 VADIVEL STREET JAFFERKHANPET CHENNAI 600 083 | CHENNAI | TAMIL NADU | 600001 | ₹2.7 Cr+₹6.4 L (2.39%) | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | T RAMAIAH L1 | KUMARAN ASSOCIATES L2 |
|---|---|---|---|---|---|
| 1.00 | Labour Charges for providing bored cast – in – situ RCC piles of 450 mm dia to the required depth from the existing ground level including boring through ordinary soil other than soft rocks hard stratum and providing arrangements for concreting by tremie pipe method as per ISI 2911 excluding the cost of concrete, steel ad fabrication of reinforcement in position but including the cost of mobilization charges bentonite solution, clearing the removal mud away from the vicinity of the site and hire charges of all other tools and plants and rig required for the work etc., complete in all respect as directed by the Departmental Officers. | 640 | RM | 1,700 ₹10,88,000 Lowest | 1,800 ₹11,52,000 |
| 2.00 | Test of single pile under routine load test for safe load from 550KN to 1050KN, test load as per clause 4.2.3.9 of IS 2911-Pt-IV as per the testing inclusive all charges for extension or cutting of pile that may be necessary erecting loading platform in the manner acceptable and approved by departmental officer with labour and other incidental charges for loading and unloading test load and hire charges and all other incidental charges for conducting test including retaining the test load for 24hours at 100% capacity test certificate and calibration charges for pressure gauge are to be produced to the Executive Engineer, Executive Engineer in charge before commencing day of test, calibration of pressure gauge has to be done before taking up the Ist load test in every site of work for piles of 450 mm with test load, etc complete in all respects as directed by departmental officers. | 1 | No | 1,02,000 ₹1,02,000 Lowest | 1,10,000 ₹1,10,000 |
| 3.00 | Earth work excavation for foundation with all intial leads and lifts in all soils and sub soils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layers of not exceeding 15cm thick well consolidated depositing the surplus earth in places shown and levelling the site with all leads and lifts etc., complete in all respects. | 77 | M3 | 250 ₹19,250 Lowest | 260 ₹20,020 |
| 4.00 | Filing in foundation and basement with M-Sand in layers not exceeding 15 cms thick well watered rammed and consolidated complying with relevant standard specification including the cost of Supplying M-Sand etc., complete in all respects as directed by the departmental officers. | 428 | M3 | 1,700 ₹7,27,600 Lowest | 1,700 ₹7,27,600 Lowest |
| 5.00 | Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers. | 76 | M3 | 5,800 ₹4,40,800 Lowest | 6,000 ₹4,56,000 |
| 6.00 | Providing and laying of Ready Mix Concrete M-30 Grade 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 kglms and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) 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 M-Sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including the cost of conveyance from plant to site,pumping,hire charges, 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). | 430 | M3 | 7,500 ₹32,25,000 Lowest | 7,700 ₹33,11,000 |
| 7.00 | Supplying fabricating and placing the following kinds of steel grills for reinforcement Fe 500D Grade steel reinforcement bars as per IS 786:1979 for all reinforced cement concrete works such as plinth beam, lintels, beams, sunshade, roof and floor slabs etc., including cost of steel and fabricating the reinforcement grills in position etc., complete in all respect as directed by the departmental officer ( In all floors) (The rate to include the cost of binding wire steel also, steel rods for all sizes). | 69 | MT | 1,00,000 ₹69,00,000 Lowest | 1,00,000 ₹69,00,000 Lowest |
| 8.00 | Providing form work for centering, shuttering etc., for all reinforced concrete work like slab, beams, lintels, loft etc., including shuttering, upto 3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., complete as directed by the departmental officer. (Footing, grade beam and plinth beam etc.,) | 380 | M2 | 570 ₹2,16,600 Lowest | 580 ₹2,20,400 |
| 9.00 | Providing form work for centering, shuttering etc., for all reinforced concrete work like lintels, window boxing etc., including shuttering, upto 3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joist of size 10 cm x 6.5 cm (spaced about 91cm centre to centre) distance and supported by casurina props of size 10cm to 13cm dia (spaced at 75cm centre to centre) and removing the same after a specified period without damaging RCC works in all floors etc complete as directed by the departmental fficer. (Sunshade /Window/Boxing / column) | 438 | M2 | 1,200 ₹5,25,600 Lowest | 1,250 ₹5,47,500 |
| 10.00 | Providing form work for centering, shuttering etc., for all reinforced concrete work like slab, beams, lintels, loft etc., including shuttering, upto 3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., complete as directed by the departmental officer. (Slabs, Lintels & Lofts) | 1,221 | M2 | 1,300 ₹15,87,300 Lowest | 1,300 ₹15,87,300 Lowest |
Tender Value
₹2.5 Cr
EMD Value
₹1.4 L
Closing Date
13 Mar 2025, 12:00 pmClosed
SE-East-II
SE-East-II,Semmenchery, Chennai - 600 119.
Construction of Community Hall Ground and 1 floor including internal water supply, sanitary and electrification arrangements at Semmanchery scheme in GCC Division.200, Zone XV under lyothee Thass Pandithar Habitation Development scheme 2024-25.
2025_TNUHB_523328_1
TNUHDB /422/ HD / SE East-II / 2024
Open Tender
Civil Works
Item Rate
Semmenchery
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.4 L
23 Aug 2025
7 Feb 2025
14 Mar 2025
7 Feb 2025
13 Mar 2025
18 Feb 2025
Amount
Labour Charges for providing bored cast – in – situ RCC piles of 450 mm dia to the required depth from the existing ground level including boring through ordinary soil other than soft rocks hard stratum and providing arrangements for concreting by tremie pipe method as per ISI 2911 excluding the cost of concrete, steel ad fabrication of reinforcement in position but including the cost of mobilization charges bentonite solution, clearing the removal mud away from the vicinity of the site and hire charges of all other tools and plants and rig required for the work etc., complete in all respect as directed by the Departmental Officers.
Test of single pile under routine load test for safe load from 550KN to 1050KN, test load as per clause 4.2.3.9 of IS 2911-Pt-IV as per the testing inclusive all charges for extension or cutting of pile that may be necessary erecting loading platform in the manner acceptable and approved by departmental officer with labour and other incidental charges for loading and unloading test load and hire charges and all other incidental charges for conducting test including retaining the test load for 24hours at 100% capacity test certificate and calibration charges for pressure gauge are to be produced to the Executive Engineer, Executive Engineer in charge before commencing day of test, calibration of pressure gauge has to be done before taking up the Ist load test in every site of work for piles of 450 mm with test load, etc complete in all respects as directed by departmental officers.
Earth work excavation for foundation with all intial leads and lifts in all soils and sub soils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layers of not exceeding 15cm thick well consolidated depositing the surplus earth in places shown and levelling the site with all leads and lifts etc., complete in all respects.
Filing in foundation and basement with M-Sand in layers not exceeding 15 cms thick well watered rammed and consolidated complying with relevant standard specification including the cost of Supplying M-Sand etc., complete in all respects as directed by the departmental officers.
Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers.
Providing and laying of Ready Mix Concrete M-30 Grade 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 kglms and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) 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 M-Sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including the cost of conveyance from plant to site,pumping,hire charges, 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).
Supplying fabricating and placing the following kinds of steel grills for reinforcement Fe 500D Grade steel reinforcement bars as per IS 786:1979 for all reinforced cement concrete works such as plinth beam, lintels, beams, sunshade, roof and floor slabs etc., including cost of steel and fabricating the reinforcement grills in position etc., complete in all respect as directed by the departmental officer ( In all floors) (The rate to include the cost of binding wire steel also, steel rods for all sizes).
Providing form work for centering, shuttering etc., for all reinforced concrete work like slab, beams, lintels, loft etc., including shuttering, upto 3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., complete as directed by the departmental officer. (Footing, grade beam and plinth beam etc.,)
Providing form work for centering, shuttering etc., for all reinforced concrete work like lintels, window boxing etc., including shuttering, upto 3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joist of size 10 cm x 6.5 cm (spaced about 91cm centre to centre) distance and supported by casurina props of size 10cm to 13cm dia (spaced at 75cm centre to centre) and removing the same after a specified period without damaging RCC works in all floors etc complete as directed by the departmental fficer. (Sunshade /Window/Boxing / column)
Providing form work for centering, shuttering etc., for all reinforced concrete work like slab, beams, lintels, loft etc., including shuttering, upto 3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., complete as directed by the departmental officer. (Slabs, Lintels & Lofts)
Masonry work using Autoclaved Aerated cement blocks of size 600 x200 200 mm in cement mortar 1:6 (one oc cement six of sand) for super structure in all floors including fixing frames of door and windows, proper setting curing etc., complete complying with standard specification as directed by the departmental officers.
Ground Floor
First floor
Masonry work using Autoclaved Aerated cement blocks of size 600 x200 x100 mm in cement mortar 1:5 (one oc cement six of sand) for super structure in all floors including fixing frames of door and windows, proper setting curing etc., complete complying with standard specification as directed by the departmental officers.
Providing 7.5cm thick stair case parapet wall using using II class ground moulded chamber moulded burnt bricks in cement mortor 1:4 (one of cement and four of sand ) and plastering the hand rail portion only with red oxide plastering in cement mortar 1:4 (one of cement four of sand) 20mm thick using 9.80kg of red oxide powder per 10m2 and plastering either side of parapet with cement mortar 1:4 (one of cement and four of sand ) 20mm thick including providing skirting, finishing smooth in all floors etc., complete in all respects as directed by the departmental officers.
Plastering the walls with cement mortar 1:5, (One of cement and five of sand) 12mm thick including providing band cornice curing etc., Complete in all respects as directed by the departmental officers
Special ceiling plastering for all RCC works in cement mortar 1:3 (One of cement and three of P-Sand) 10mm thick including hacking the RCC surface, providing necessary water band using the same mix of mortar wherever necessary proper finishing, curing, scaffolding etc., complete with relevant standard specification, complete in all respect as directed by the departmental officer.
Dadoing the walls with first quality colour glazed tiles of size 150×150×6mm of approved quality and make and laid in cement mortar 1:2 (one of cement and two of sand), 10mm thick and pointing with white cement neatly as directed by the departmental officers.
Painting the walls with two coats of approved cement paint over one coat of primaring coat of cement paint including the cost of paint, brush, scaffolding etc,. Complete in all respect as directed by the departmental officers
White washing two coats using clean shell lime including the cost of lime, gum, brushes and scaffolding etc., complete in all respects as directed by the departmental officers.
Paving the floor with best quality of stain free nano polish Vitrified tiles of size 600mm x 600mm x 8mm thick and laying over bed of cement mortar 1:3( one of cement and three of M-sand) , 20mm thick including cutting and laying and pointing with white cement with colouring pigment to match the tile, colour and providing skirting to the required size etc complete in all respect 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 pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three sand) 20mm thick 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)
Supplying and fixing of Oriya type Indian water closet 20" or 50cm size with 'P' or 'S' trap ( white glazed earthern ware of best approved) including concrete packing filling the portion with filling sand, flooring the same area with 7.5cm thick brick jelly lime concrete 32:12-1/2 ( Thirty two of broken brick jelly and twelve and half of lime) No sand using 20mm size brick jelly and plastering the surface with cement mortar 1:4 ( one of cement and four of sand) 12mm thick with anti-syphonage connection etc., complete in all respects ( IN GROUND FLOOR)
Supplying and fixing of Oriya type water closet 45cm with 'P' or 'S' trap (White glazed) earthern ware best (IN ALL FLOORS OTHER THAN GROUND FLOOR) including concrete packing fixing filling the sink portion with brick jelly lime concrete 32:12 1/2 (Thirty two parts of broken brick jelly and twelve and half of lime (no sand) using 20mm size broken brick jelly and plastering the top of flooring with cement mortor 1:4 (one of cement and four of sand) 12mm thick including plastering the sides of sink portion in cement mortor 1:3 (One of cement and three of sand) 12mm thick mixed with water proofing compound 4 lbs/cft in cement applying one coat of britex solution including curing for the sides and bottom of the sink portion, curing etc., complete as directed by the departmental officers
Supplying and fixing in position best quality approved make white gazed earthenware wash hand basin of size 550 x 400mm with a pair of cast iton brackets, including cost of 15mm diabrass chromium plated pillar tap, 32mm dia C.P waste coupling, 32mm dia "B" G.I waste pipe, 15mm dia g.M wheel vale\ve, 15mm dia nylon connection 15mm dia brass nipples, 15mm c.P pillar tap etc.,
Supplying and fixing in position indian make white glazed earthen ware lipped mouth Porceline flat back urinal of best approved quality with GI pipe connection of sutable lenth 32mm bell mouthed PVC connestion, 15mm dia GM wheel valve, 15mm dia B Class GI waste atter pipe, 15mm Nyloc connection, 15mm dia brass nipple etc., fixng the urinal to the wall in position with necessary TW plugs, clamps, shellac etc., includin dismantling masonory if necessary and redoing the same to original condition fixing the 15mm dia GI pipe and whell valve. Checked with out any leakage complete complying with standard specification. (The urinal should be got approved by the Executive Engineer before use on work)
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)
Providing and Apllying high performance solar reflective & Acrylate silicon based Waterproofing coating which is single component, cold applied, water based acrylic and UV resistant water proofing treatment to the Existing roof screed surface applied @ 1.5 l/m2 in 3 coats to achieve 1mm DFT, having tensile strength 2N/mm2 confirming to ASTM D 412: Elongation at break > 200% abrasion resistance 21mg confirming to ASTM D 4060 and crack bridging ability up to 2 mm, including surface preparation, priming the surface with 1 coat diluted with water in the ratio 2:1 spreading @ 0.125 L/m2 as self priming coat in the SSd condition and spreading 45gsm glass fibre mesh of 2.5 mm X 2.5mm sandwiched between the first and second coat completely as per specification. The finished cost to include surface preparation making coving at Junction, treatment of cracks completely as per specification.
Cement concrete 1:2:4 (one of cement, two of M-sand and four of hard broken stone) using 20mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete in all respect as directed by the departmental officers.
Finishing the top of roof slab including levelling course PCC 1:2:4 (6-10mm metal) for providing necessary gradient with one course of cooling tiles of approved quality of solar reflecting ceramic tiles 305mmx305mmx7mm laid over the cement mortar bed of 20 mm thick using cement mortar 1:3 (One cement and three of sand ) mixed with water proofing compund 2% by weight of cement and pointing with same mortar etc., complete in all respect as directly by the departmental officers.
Construction of inspection chamber 0.60M X 0.60 M for the following depth brick jelly cement concrete 1:5:12 1/2 ( One of cement and five of M sand twelve and half of broken brick jelly) using 40mm size brick jelly 15cm thick for foundation 23cm thick Fly Ash brick masonry wall in CM 1:5 (one of cement and five of M sand ) using Fly Ash bricks of size 23x11x7cm and inside plastering with 1:3 (one of cement and three of P sand) 12mm thick including channelling, benching, etc. and top covered with SFRC (medium duty) cover slab and fixing in position and necessary earth work excavation, refilling the sides of foundation in all soils except hard rock requiring blasting etc., complete in all respects as directed by the departmental officers. (Average Depth of .60m)
Suplying and fixing UPVC (Un - Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58 mm and shutter profile are reinforcement with GI/ 1 mm 125 GSM and 100% corrosion free, the profiles are profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all edges of frame and shutter the shuttter 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 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
Supplying and fixing the UPVC (Un-Plasticized polyvinyl chloride) louvered ventilators of from the profile the size of outer frame 60mm x 58mm and shutter profile size of 60 x78mm both profiles are reinforced with GI/1mm 125GSM and 100% corrosion free,the profile are multi chambered sections with wall sections with wall thick of 2mm. The EPDM rubber (black colour) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the walll with 100% packing with screws and silicon packing alround the frames etc., complete in all respects as directed by the departmental officers (All floors). The ventilator should be got approved from the departmental officer before use on work, etc., complete in all respect as directed by the departmental officer.
Supplying and fixing of solid PVC door shutter using 19 gauge size of 19mm x 19mm and covered with heat moulded PVC channel of 5mm thick and width of 50mm to form styles and rails. The inner panel should be inserted between the frame with 6mm thick PVC rigid foam sheet welded/sealed to the styles and rails along with 5mmx25mm PVC beading on all and either sides. The vertical tube may be filled with suitable materials to further enhance the screw holding capacity etc., complete in all respects and colour as directed by the departmental officer. Size 0.76M x 2.13M
Supplying and fixing of cuddappah cup board planks of various sizes both side polished using 20mm thick cuddappah planks including fixing in position, finishing , curing etc., complete in all respects
Supplying & fixing the MS Grill gate of various sizes as per departmental specification including painting with one coat of primaer etc., complete
Painting new Iron work of door with one coat of firstclass synthetic enamel paint of approved quality and colour including the cost of paint brushes and scffoldoing etc., complete as directed by the departmental officers.
Supplying the following dia GI pipes "B" class of approved quality confirming to IS etc., complete in all respects
a) 50mm dia GI pipe
b) 40mm dia GI pipe
Labour charges for laying, fixing,jointing G.I pipes and specials for the following dia meter including cutting and threading the pipes wherever necessary and jointing with white lead, spun yarn, earthwork excavation for laying the pipes wrapping with tarred tape and refilling the trenches where the pipes are laying under ground complete.
a) 50mm dia GI pipe
b) 40mm dia GI pipe
Supplying of GI and GM specials conforming to ISI etc., complete as directed by the departmental officers.
50mm GM.Gate Valve
40mm GM Gate Valve
50mm GI Elbow
50mm GI union
40mmGI bend
40mm GI elbow
40mm GI T
40mm GI union
Supplying the following dia pvc pipes of approved quality confirming to IS 13592:1992 and fittings of size as follows.
40mm dia PVC Pipe (10 Kg/cm2)
32 mm dia PVC pipe (10 Kg/cm2)
25 mm dia PVC pipe (10 Kg/cm2)
Labour charges for cutting and jointing PVC rigid pipes with necessary specials for the following outer dia. Above ground level including cutting the pipes wherever necessary and jointng with solvent cement and fixing into wall with necessary wooden plugs, clamps and screws. making holes in the walls and packing the joints with necessary brick work, plastering etc., with necessary scaffolding etc., complete. Upto 40mm dia PVC Pipe
Supplying of PVC pipe specials of approved quality suitable to pipe as per table II IS 14735:1999
50mm dia PVC T
50mm PVC Elbow
40mmPVC. end plug
40mm PVC elbow
40mm PVC T
32mm PVC elbow
32mm PVC Tee
32mm dia coupler
32x 25mm PVC reducer
25mm PVC elbow
25mm PVCTee
25mm PVC coupler
25x 20mm PVC reducer
20mm PVC Tee
20mm dia PVC Screw Down Tap Heavy Type
Supplying and fixing of 110mm dia PVC soil pipe of 6kg / cm2 of approved quality packing the joints with rubber lubricant and cement including fixing into walls with necessary wooden plugs and holding down clamps,dismantling and making good of the dismantled portion etc.,complete in all respects. (IS 13592: 1992 - Type B )
Horizontal
Vertical
Supplying and fixing of 110mm dia PVC rain water down fall pipe 4kg/cm2 with 2 nos of PVC bend & pipes with necessary clamps couplers gratings, teak wood plug etc., complete including fixing in proper position with solvent cement etc., including making good of the dismantled portion complete to the relevant std specifications etc., complete in all respects as directed by the departmental officers. (IS 13592:1992 - Type B)
Supplying and fixing of 75 mm dia PVC soil pipe of 6kg / cm2 of approved quality packing the joints with rubber lubricant and cement including fixing into walls with necessary wooden plugs and holding down clamps,dismantling and making good of the dismantled portion etc., complete in all respects. (IS 13592: 1992 - Type B )
Horizontal
Vertical
Supplying, laying the following UPVC SWR specials (IS 14735/1992) including jointing with solvent cement , properly to gradient including exczvating and refilling the trenches and curing the cement joints and testing etc,. Complete in all respects as directed by the departmental officers
110mm dia PVC single T or Y with door
110mm dia PVC Cowl
110mm dia PVC door elbow
75 mm dia PVC door elbow
75 mm dia PVC single Y with door
75 mm dia PVC cowl
75 mm x 50 mm dia Nahini trap
Supply and delivery and fixing of HDPE tank as per IS 12701 / 1996 including loading unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixing charges etc.,
Construction of gully chamber of size 0.23x0.23x0.3m by supplying and fixing stoneware gully trap of size 150 mm X 100 mm with CI gratings including concrete packing etc., all complete in all respects as directed by the departmental officers.
Supply and run off 2 of 4 sq mm PVC insulted single core unsheathed copper conductor cable of 1100V grade with ISI mark confirming to IS:694/1990 with continuous earth connection by means of 2.5 sqmm PVC insulated single core unsheathed copper conductor cable confirming to IS:694/1990 in suitable PVC rigid pipe concealed on walls and ceiling for mains including the cost of cable, PVC pipes and specials, cement and labour etc. complete
Wiring with 2x1.5sqmm PVC insulated single core unsheathed copper conductor cable of 1100V grade with ISI mark confirming to IS 694/1990 in suitable PVC rigid pipe 1.8 mm thick with ISI mark concealed in wall and ceiling with suitable size concealed 16 gauge MS switch box of size 300mm x 200m x75mm covered by laminated hylem sheet 3mm thick for LIGHT POINT including the cost of cable, PVC pipe and specials ceiling rose, flush type 5 amps SP mark switch, PVC junction box, 16gauge MS switch box 100mm x 100mm x 75mm covered by laminated hylem sheet 3mm thick, T.W. plugs, cement, labour and circuit mains etc., complete for concealed wiring. with ceiling rose
Wiring with 2x1.5sqmm PVC insulated single core unsheathed copper conductor cable of 1100V grade with ISI mark confirming to IS:694/1990 in suitable PVC rigid pipe 1.8mm thick with ISI mark concealed in wall and ceiling with suitable size concealed 16 gauge MS switch box of 300mm x 200mm x 75mm covered by laminated hylem sheet 3mm thick for FAN POINT including the cost of cable PVC pipes and specials, brass screws, ceiling rose, flush type 5 amps SP mark switch PVC junction box 16gauge MS switch box covered by laminated hylem sheet 3mm thick, T.W. plugs, cement, labour and circuit mains etc., complete for concealed wiring with regulator.
Wiring with 2 of 1.5sqmm PVC insulated single core unsheathed copper conductor cable of 1100V grade with ISI mark in suitable PVC rigid pipe 2mm thick concealed for FOR 5 AMPS 3 PIN C.S.PLUG POINT AT SWITCH BOARD ITSELF including cost of cables, PVC pipe and special, brass screws, flush type 5amp S.P.Mark switch, PVC junction box, 16 gauge M.S. joint box covered by laminated hylem sheet 3mm thick, cement and labour circuit mains etc. all complete.
Supplying and fixing 63 Amps TPN metal clad switch with rewirable fuse units on suitable angle iron frame work and internal connection earth connection etc. complete.
Supply and fixing of TNEB meter Board suitable for 63 A three phase service connection with 63A fuse unit (500V) 63A neutral link and earth link ( 1" x 18/" copper flat) on teakwood plank of size 600mm x 450mm x 19mm with supporting T.W reepers of 1" thick on either sider with painting with suitable bolt and nuts for fixing the TW plank on wall with earth connection and interconnection with 7/20 PVC insulated copper wire from EB meter to fuse unit
Supplying and fixing of vertical type 6 way triple pole and neutral MCB sheet steel double door enclosure with bus and neutral link and earth link and with 1 no. 63A/100A 4 pole isolator MCB type as incoming and 18 nos. 20A/32A 10KA SP MCB as outgoing in flush with wall and making good of the concealed portion with earth connection etc., Complete
Earthing as per ISI Specification with an earth electrode of 2.1mt class 'B" GI Pipe of dia not iess than 40mm and with 20mm dia copper earth flat of size 125mmx50mmx6mm, with funnling arrangement using charcoal , comman salt , GI reducer , checj nuts etc., and masonry work and providing RCC cover slab 38mm thick for the Brick masonry including cost of steel and fabrication of reinforcement etc., complete in all respects as directed by the departmental officers.
Supply and run off 8 SWG copper wire on walls or below ground level with necessary 'U' nails earthwork excavation and refilling & including the cost of all materials etc., complete in all respects as directed by the departmental officers
Supplying and fixing of 5 A /15A 3 pin non interlocking flush type CS plug with top concealed in suitable TW box in flush with wall and covered with 3mm thick sheet including necessary internal connections etc., Complete.
Supplying and fixing of 1200 mm (48") AC ceiling fan complete with stepped electronic 300W regulator with 1m down rod with fan clamp, side plates and cross arm of size (18") etc., Complete as directed by the departmental officers
Supplying and fixing of 450 mm sweep (light duty) AC exhaust fan complete with necessary wall opening and making good of the wall etc., complete in all respects as directed by the departmental officers
Supplying and fixing of 4' x 40W twin box type fluorescent fitting complete with copper choke and condensor withTW round blocks on wall or ceiling with fluorescent tube with PVC unsheathed copper leads from terminals to the fitting etc., complete.
Supply and fixing of water tight Bulk Head fitting (Heavy type) fitting suitable for 15W CFL bulb with guard suitable for 100/60W bulb including the cost of bulb, necessary connection cost of materials etc.
Added GST @ 18%
KUMARAN ASSOCIATES (BID ID -1265929)
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