Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 CrAccepted-AOC | ₹7.4 Cr Quoted ₹7.7 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹8.1 CrRejected-Finance | ₹8.1 Cr | L2 | Rejected-Finance L2 Rejected |
| Sl No | Description | Qty | Unit | N7 Construction Company L1 | S.K.B Constructions L2 |
|---|---|---|---|---|---|
| 1.00 | Installation Charges inclusive of Transportation to site and the Bored pile equipment employed for the works including setting up of pile driving equipment with all accessories and tools at 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 etc., complete. | 2 | Nos | 63,000 ₹1.3 L | 66,000 ₹1.3 L |
| 2.00Installation of Vertical Bored cast in situ RCC piles in all types of soils, using Standardised Concrete Mix M30 grade, with sulphate resistant Cement, fine aggregate, 20mm and down graded HBGS jelly coares aggregate. The rate includes 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 temprory 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, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismanteling 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 as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap. | |||||
| 2.01 | 450mm dia pile-having longitudinal reinforcement of 8 Nos of 16# with helical reinforcement of 10# @ 200mm c/c with inner rings of 12mm dia @ 1000mm c/c with lifting hook of 12 mm dia required depth. | 1,470 | RM | 4,510 ₹66.3 L | 4,726 ₹69.5 L |
| 3.00 | Initial Load Test as per IS 2911 Part IV 1985 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 pilecap. | 207.5 | TON | 1,470 ₹3.1 L | 1,540 ₹3.2 L |
| 4.00 | Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges for iack, measuring devices, structural frame work plot form, kent ledges etc., as required and as directed by the departmental officers etc. complete complying with standard specification. | 124.5 | TON | 990 ₹1.2 L | 1,034 ₹1.3 L |
| 5.00Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive 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 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. | |||||
| 5.01 | Upto 2.40m Depth. | 102 | Cu.m | 212 ₹21,624 | 221 ₹22,542 |
| 5.02 | Above 2.40m to 3.30m Depth. | 26 | Cu.m | 232 ₹6,032 | 243 ₹6,318 |
| 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. | 270 | Cu.m | 300 ₹81,000 | 313 ₹84,510 |
| 7.00 | 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. | 90 | Cu.m | 2,033 ₹1.8 L | 2,130 ₹1.9 L |
Tender Value
₹7.4 Cr
EMD Value
₹3.8 L
Closing Date
2 Sept 2025, 3:00 pmClosed
Superintending Engineer PWD
Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle 2, Chepauk Chennai 5
Construction of New State Headquarters building with modern Training facilities in Bharat Scouts and Guides in Triplicane, Chennai.
2025_PWD_598902_1
TNPWD/24 BCM/2025-26
Open Tender
Civil Works
Triplicane
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹3.8 L
Yes
27 Jan 2026
30 Aug 2025
2 Sept 2025
30 Aug 2025
2 Sept 2025
30 Aug 2025
Amount
Installation Charges inclusive of Transportation to site and the Bored pile equipment employed for the works including setting up of pile driving equipment with all accessories and tools at 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 etc., complete.
Installation of Vertical Bored cast in situ RCC piles in all types of soils, using Standardised Concrete Mix M30 grade, with sulphate resistant Cement, fine aggregate, 20mm and down graded HBGS jelly coares aggregate. The rate includes 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 temprory 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, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismanteling 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 as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.
450mm dia pile-having longitudinal reinforcement of 8 Nos of 16# with helical reinforcement of 10# @ 200mm c/c with inner rings of 12mm dia @ 1000mm c/c with lifting hook of 12 mm dia required depth.
Initial Load Test as per IS 2911 Part IV 1985 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 pilecap.
Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges for iack, measuring devices, structural frame work plot form, kent ledges etc., as required and as directed by the departmental officers etc. complete complying with standard specification.
Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive 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 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.
Upto 2.40m Depth.
Above 2.40m to 3.30m Depth.
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.
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.
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.
Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers.
Supplying and filling in basement with Stone dust (Quarry dust) in layers of not more than 15 cm thick, well rammed watered and consolidated etc. complete complying with standard specification 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 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).
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 provided 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 support @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)
Providing and laying in position, Standardised Concrete Mix M-30 Grade by insitu machine mix concrete adopting weighing 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 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).
foundation and basement
Ground floor
First floor
Second floor
Third floor
Fourth floor
Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand 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)
upto plinth/ Basement level:
Above plinth/Basement level
Brick work in Cement Mortar 1:5 (One Cement and five CS Sand) using best quality II class ground moulded chamber burnt bricks of size 9" x 4-3/8" x 2-3/4" including including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers
foundation and basement
Brick work in Cement Mortar 1:6 (One Cement and Six CS Sand) using best quality Fly ash Brick of size 230x110x70mm 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.
Stilt floor
First floor
Second floor
Third floor
Fourth floor
Brick partition walls of 11cm thickness using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 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)
Ground floor
First floor
Second floor
Third floor
Paving the floor with best approved quality fine polished Granite Stone Slabs of size 1200 x 600 of 18 / 20mm thick of Synthetic Grey, Paradise and similar varieties 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)
Paving the floor with best approved quality fine polished Kota stone slabs of size 600 x 600 and below 20mm thick 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 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., complete complying with standard speicification and as directed by the departmental officers.(The kota stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work)
Supplying and fixing fine polished Cuddapah Slab 20 / 30mm 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
Providing semi nosing to granite slab at the edges of the Horizontal & vertical space with neat finishing etc complete with standard specification and as directed by the departmental officers. The cost including higher charges of machines and labour charges etc complete
Providing grooving to granite slab at the intermediate edges of the vertical face with neat finishing etc complete with standard specification and as directed by the departmental officers. The cost including higher charges of machines and labour charges etc complete
Paving the floor with best quality Double Charged Vitrified Tiles 800 x 800 x 10mm and variety conforming IS 15622 with water absorbtion less than 0.08% of approved colour and shade laid over 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 in all floors and the top pointed with Water Resistant Tile Epoxy Grout 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 quality Double Charged Vitrified Tiles 600 x 600 x 8mm and variety conforming IS 15622 with water absorbtion less than 0.08% of approved colour and shade laid over 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 in all floors and the top pointed with Water Resistant Tile Epoxy Grout 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)
Flooring with Self Designed Colour Ceramic Tiles of size 305 x 305 x 6mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three crushed stone Sand) base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. 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 Colour designed digital print glazed tiles, with borders, with size of 300mm x 600mm x 10mm conforming to IS 15622 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 walls with pre polished ruby red granite slab of size 1200x600 of 18 to 20mm thick conforming to IS 15622 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 granite should be got approved by Executive Engineer before use on works)
Providing granolithic floor finish of the 50mm thickness with plain cement concrete 1:2:4 (One Cement, Two 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)
Extra for vaccum dewatering in fresh concrete works 80 to 120mm thick by levelling with double framed screed vibrator finishing with power floatter and power trowel and indentical works etc., complete and as directed by the departmental officers.
Providing and Fixing of PVC Trims (Corner beeding) at the outer corner profiles of the tiles including cost of material, labour and handling etc. as directed by departmental engineers at site of work and as per standard specification.
Laying of screed concrete using Cement concrete mix 1:2:4 ( one cement, two sand and four hard broken stone jelly) using HBGS 6-12mm ISS metal for wearing coat including laying, compacting, finishing and curing etc., complete as per standard specification and as directed by the departmental officers (FOURTH FLOOR)
Paving the Top of roof with Solar refelective ceramic tiles of approved quality and colour laid in Cement mortar bed in 1:3 (One cement and three crushed stone sand) 12mm thick and pointed with water resistant tile epoxy grout for joint, 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 the Executive Engineer before use on works)
Providing Anti-termite treatment to soil adjacent and under building foundation, plinth periphery of the building by application of chemicals of IS 6313 Part I to IV in stages to suit the progress of work as per the detailed specification as below. (Measurements taken for the plinth area for the purpose of payment) 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. (The chemical should be got approved by Executive Engineer before use on work).
Stage-1: Spraying anti-termite chemical solution for the foundation before laying concrete, in bottom and sides of foundation.
Stage-2: Spraying anti-termite chemical solution to the grade beam level, spraying has to done for the grade beam, brick masonry contact with the back fill earth.
Stage-3: Spraying anti-termite chemical solution on the sand for the flooring before laying the flooring concrete. This treatment has to be carried out on the sand filling by making holes with crow bar to a depth of 60cms and at 60cms intervals on both direction and at junction of wall and flooring thoroughout.
Stage-4: Spraying anti-termite chemical solution alround building outside by making holes through bar before laying plinth protection and the holes to be closed after the treatment
Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (1 Liquid: 2 Powder), to the RCC surface like bathroom, toilet, balcony & utility area applied @ 1.7kg/m2 in 2 coats to achieve 1mm DFT, having Elongation at break >50% as per ASTM D 412, Tensile strength >1N/ mm2 as per ASTM D 412, Adhesion strength: 0.80 N/mm2 as per ASTM D 4541, crack bridging upto 1mm as per ASTM C 836, Water penetration (5 bar pressure) as per BS EN 12390. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification.
Brick Jelly Lime Concrete of 1:2:5 (One Lime,Two Sand and Five Brick jelly ) with 40 mm hand broken brick jelly for Sunken portions including dewatering wherever necessary and laid in layers of not more than 15cm thick, well rammed, consolidated and curing etc. complete complying with standard specification.
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
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 papered (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 (water proof 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 rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (water proof 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 work
Providing the texture finish to the newly plastered wall with ready made texture putty with patterns at all levels including the cost of coating, labour charges and other incidental charges etc., complete as directed by the departmental officers.
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).
Painting New Plastered Wall Surface with Two finishing coats of ready mixed (Emulsion) of approved quality and colour over one coat priming coat in all floors including the cost of primer 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.)
Supplying and fixing Teakwood frame with scantling above 2m for doors including labour charges for wrought and putup and fixing holdfast in frame etc., complete complying with standard specification and as directed by the departmental officers
Supplying and fixing in position of Teak wood door shutter using spl quality teak wood planks of 40mm thick panelled doors with ornamental designs,engraving and kadasal wherever necessary including required raw materials,Brass hinges,Brass tower bolt,ornamental Brass handles, Door stopper,Brass aldrops and bush with suitable locking arrangements etc. The rate should be inclusive of cost of all materials, labour charges for wrought and put up the doors with transporting charges etc complete complying with standard specification and as directed by the Departmental officers.
Supplying and fixing Solid Core Flush Shutters with Laminate sheet on both side with teakwook lipping alround 35mm thick conforming to IS 2202- 1(1999) including cost of wind appliances and furniture fittings such as 3 Nos SS 304 Grade Butt Hinges of size (125mm x 30mm) , 2 Nos .300x12mm aluminium tower bolt 1 No. 200x12mm aluminium tower bolts 1no. 250x16mm aluminium aldrops, 2 nos. 200mm ‘D’ type aluminium door handle and door stopper with bush etc., complete complying with standard specification and as directed by the departmental officers
single leaf
Supplying and fixing Solid Core Flush Shutters with Laminate sheet on both side with teakwook lipping alround 35mm thick conforming to IS 2202-1(1999) including cost of wind appliances and furniture fittings such as 6 Nos of SS 304 Grade Butt Hinges of size (125mm x 30mm) , 3 Nos. 300x12mm aluminium tower bolt 1 No. 200x12mm aluminium tower bolts 1no. 250x16mm aluminium aldrops, 3 nos. 200mm ‘D’ type aluminium door handle and door stopper with bush etc., complete complying with standard specification and as directed by the departmental officers
Double leaf
Polishing the teakwood panelled door / Windows/ Ventilator with best melamine varnish finishing including labour charges for scrapping T.W panelled throughly on both sides of the door, sand papering without affecting the teakwood plank grooves and natural design with preparation of surface using sand paper and finishing the smooth wooden surface and applying of melamine polishing on the teakwood panelled door/ partition surface using spray machine on uniform layer of smooth surface formed without any air bubbles after finishing the work etc., the rate inclusive of cost of materials ,labour charges ,transportion charges, labour for scrapping charges, etc complete complying with standard specification and as directed by the departmental officer (the materials quality are approved by the EE Before use of work.
Supply & fixing of WPC door shutter, extruded as a single core board with rigid WPC compound with the thickness of 25mm (+/- 1mm) & minimum Bulk Density of 550 KG/Cub.Mt. & shore hardness of 55.The door shall be a plain matt board as decided by the Engineer in-Charge of the department. The WPC door shall be fixed onto the Aluminium “G” type channel with Wheel and the door shall have 2 Hooks in SS, 2 Handles 4” in SS (Sliding door) etc., complete and as directed by the departmental officers.
Supplying and Fixing of Wood Polymer Composite (WPC) door with solid door frames extruded with size 75mmX50mm. The Inner core made of rigid WPC compound with minimum shore hardness of 55, and Buld Density 750Kg/cub.Mt. The frame shall be fixed to the wall using 10X10mm long MS screw throught the frame by using PVC fasteners. A minimum of 4nos screww to be provided for each vertical members,Door shutter of 25mm thick Wood Polymer Composite (WPC) single core Extruded Door Shutter, with one side digital printing of Specified Design which is approved by engineer-In-Charge. Both side of the shutter shall have rough sugar texture finish, aminated with UV oil. The solid WPC board shall have minimum shore hardness of 55 and Bulk density 550Kg/Cub.Mt moulding the thickness remains 25mm(+/-1mm) etc complete as per the direction of the departmental officers.
Providing, supplying & fixing of glazed 3 Track- 3 Panel Sliding Window made out of multi chambered uPVC sections with TPV gaskets having isolated drainage and reinforced with Galvanized Iron of 120 GSM profiles through out the window. The sliding outer frame having a overall size of 108 x 45 mm with reinforcement of 1 mm thickness, super sash with overall size of 39 x 75 mm with reinforcement of 1.5 mm thickness, mesh sash of overall size 39 x 75 mm reinforced with 1.5 mm of GI.Glazing bead for fixing of glass shall be of size 20 x 18mm and coextruded with gasket. Composition of profile shall consists a minimum of 6 PHR of TiO₂ for every 100 parts of PVC resin. Fiber Glass mesh shall be provided in mesh shutter. Window/Door shall be provided with 6 mm plain float glass, standard hardware & single point locking system of Flush lock. Wall thickness of frame & sash shall be 2 - 2.2 mm. 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. complete as per standard specification and as directed by the departmental officers.
Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) 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 5.50mm 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
Supplying and fixing 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 x 78mm both profiles are reinforced with GI 1mm 125GSM and 100% corrosion free, the profile are multi chambered 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 5.50mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on work
Manufacturing, supplying and fixing of Steel doors with following specification. MS angle of size 40x40x6mm at 3.5 kg/m used for outer frame and MS Angle of size 35x35x5mm at 2.6 Kg/m for the shutter frame. Stiffeners with 32x6mm at 1.5 Kg/m MS Flat is provided as the lock rail of the door and welded intact on both ends to the shutter frame. 18 G CR Sheets of best quality is laid as panel in the shutter frames. 18x5mm at 0.70 kg/m MS flat is welded over the 32x6mm at 1.50kg/m MS Flat on the rear side of the door, sandwitching the CR Sheet for rigidity. Additional stiffeners with 18x5mm at 0.7 Kg/m MS flats are provided diagonally on the rear side of the shutter. 300mm length of hinges 2 Nos, for shutter is provided. 6 Nos. of 250mm length hold fasts 200mm length specified at the ends are welded to the outer frame of the door. Tower bolt 2 Nos. at the top provided.
250x16mm size of Two aldrops are provided in single leaf door at lock rail section in the door for inner and outer provided and one rotating locking arrangements for the inner side of the door and additional provision for locking arrangements for lock is provided on the rear sideof the door at an appropriate place and 1 No. of M.S. handle of heavy duty. A tie bar is provided at the bottom of the outer frame to prevent twisting of the frame during transportation and fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, transportation, taxes and all other incidental charges, etc., complete.
Supplying and Fixing Hydraulic Door Closer of various sizes of approved quality using Aluminium Extruded section body tubular type universal hydraulic door closer with double speed adjustment like DYNA (or) equivalent (with ISI Monogram)
Supplying and fixing of M.S.grill of approved design for open courtyard, grill, grill work to doors and window openings etc., using necessary mild steel flats for inner and outer members which should be fixed on edges including cutting the members, welding, grinding, one coat of priming coat using best approved quality red oxide primer, dismantling of walls / concrete if necessary, fixing and finishing the dismantled portion to original condition etc., complete complying with standard specification.
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. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
Providing and fixing 8 mm thick fully designed perforated calcium silicate board 2'x2' panel tiled false ceiling (Hilux) including supplying and fixing true horizontal level false ceiling with 24mm prelude grid system Using hot dipped galvanised steel section exposed surface chemically cleaned caping prefinished inbacked polyester paint wall angle of size 3000x19x19 mm used in the periphery of the ceiling fixed to the wall, parttion with the help of screws at 600mm c/c. Main runner of size 3000x24mm suspended at a1200mm c/c by using securely fixed to the structural soffit of RCC slab by using 6mm Nylon Rwl plug at every 1200mm (max) and 1200mm long cross tee of size 1200x24mm to interlocked between main runner at 600mm c/c(max) to form a grid of size 1200x600mm. 600mm long cross tee of size 600x24mm is inserted to form a grid of 600x600mm and finally laying classic lite regular edge tiles of size 600x600x15mm
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.
Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete
Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes having a pressure of 4kg. / sq.cm including cost of necessary 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 cost 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.
160 mm dia pipe
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam required thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
Supplying and fixing of 83mm thick Rubber moulded hydraulic pressed type paver block with super embedded unskids texture design making the international standard size with Various design for interlock capacity rate inclusive of materials, transporting to the work site from the factor and labour charges for laying, compacting with paver vibrator and inclusive of taxes as per clause 410 of MORTH Vth Revision and as directed by the departmental officers etc. complete.
Drilling of bore wells 150 mm dia any where in Chennai city including transportation from the place with in the above district in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc by first taking pilot of 140mm/ 150mm/200mm dia and the enlarging to required dia by direct or revise rotary mud circulation method using contractor's rig fuel labour drilling betonies mud and water required for the drilling at the site shown by the departmental officers including construction of mud pit (Water available with in a lead of 1.5 Km) Drilling of 140/150/ 200mm pilot bore.
Reaming from 140 / 200mm dia pilot bore to 300mm dia bore as directed by the departmental officers upto 6M depth ending below Ground level
Supplying of 160 mm Dia Slotted PVC pipes of 6kg/cm2 (With slot or without slot) in the drilled hole including welding the joints etc., complete supplying and packing the annular space with pebbles size and quality as approved by the EE
Supplying of 160 mm Dia Plain PVC pipes of 6kg/cm2 (With slot or without slot) in the drilled hole including welding the joints etc., complete supplying and packing the annular space with pebbles size and quality as approved by the EE
Labour charges for inserting 165 /168 mm dia PVC casing pipes assemble (with slots or without slots) in the drilled hole including jointing the pipes with PVC coupler and with cement paste etc. complete and supplying and packing the annular space with pebbles of size and qualityas approved by the departmental officers. The conveyance charges to work site to be borne by the contractor.
Charges for developing the bore well for entire depth with suitable air compressor of 300RPM capacity (minimum 8 hrs) including transportation labour and fuel charges for compressor and directed by the departmental officers and conducting yield test by "V" notch methods, excluding the cost of bore charges and conveyance charges of handle boring.
Supplying laying and jointing HDPE pipes of 10kg/cm2 for borewell motor purpose of approved quality etc., complete and as directed by the departmental officers.
32mm Dia
Supplying and fixing of 3 HP Submersible Pump of approved brand with all accessories and 3 Phase Panel Board including labour charges etc. complete (The pump set should be got approved by the Executive Engineer before supply)
Supplying fixing and connecting of Nylon Rope for Bore-well etc., complete.
Supplying fixing and connecting of 3 core 16 sqmm 1.1 KV grade armoured aluminium conductor cross linked poly ethylene insulated pvc sheathed cables conforming to IS 7098 (part I) /1988 and as amended thereafter with ISI marking etc., complete complying with standard specifications and as directed by the departmental officers.
Supplying, laying and jointing the following UPVC pipes - shedule 80 (brand or equivalent) of following diameter of approved quality and best variety of pipes with pressure withstsnding 10 kg/sq.cm and laid properly above ground level to alignment including fixing of required GI specials but excluding cost of such specials, cutting and threading, including fixing to walls with necessary teakwood plugs clamps and screws making holes in the wall or drilling hole in the roof and making good of the distributed portion in the original condition with necessary brick work and plastering wherever necessary with necessary scaffolding charges. The pipes to be painted with two coats of good variety and best quality of synthetic enamel paint over coat of red oxide primer etc. complete in all floors complying with standard specification, (The UPVC pipes shall be got approved by the Executive Engineer before use on works.)
20 mm dia UPVC Pipe
25 mm dia UPVC Pipe
32 mm dia UPVC Pipe
40 mm dia UPVC Pipe
50 mm dia UPVC Pipe
65 mm dia UPVC Pipe
Supplying, laying and jointing the following CPVC pipes (brand or equivalent) of following diameter of approved quality and best variety of pipes with pressure withstsnding 10 kg/sq.cm and laid properly above ground level to alignment including fixing of required GI specials but excluding cost of such specials, cutting and threading, including fixing to walls with necessary teakwood plugs clamps and screws making holes in the wall or drilling hole in the roof and making good of the distributed portion in the original condition with necessary brick work and plastering wherever necessary with necessary scaffolding charges. The pipes to be painted with two coats of good variety and best quality of synthetic enamel paint over coat of red oxide primer etc. complete in all floors complying with standard specification, (The UPVC pipes shall be got approved by the Executive Engineer before use on works.)
20 mm dia Pipe
Supplying CPVC Specials in water supply arrangements (both in internal and external water supply arrangements
20mm dia CPVC Elbow
20mm dia CPVC Bend
20mm dia CPVC Tee
Supplying UPVC Specials in water supply arrangements (both in internal and external water supply arrangements
UPVC Elbow
65mm dia
50mm dia
40 mm dia
32 mm dia
25 mm dia
20 mm dia
UPVC Bend
65mm dia
50mm dia
40 mm dia
32 mm dia
25 mm dia
20 mm dia
UPVC Tee
65mm dia
50mm dia
40 mm dia
32 mm dia
25 mm dia
20 mm dia
UPVC Coupling
65mm dia
50mm dia
40 mm dia
32 mm dia
25 mm dia
UPVC Reducer
65x50mm dia
50x40mm dia
40x32mm dia
32x25mm dia
25 x 20 mm dia
20 x 15 mm dia
UPVC Reducer Elbow
65x50mm dia
50x40mm dia
40x32mm dia
32x25mm dia
25 x 20 mm dia
20 x 15 mm dia
UPVC Reducer Tee
65x50mm dia
50x40mm dia
40x32mm dia
32x25mm dia
25 x 20 mm dia
20 x 15 mm dia
UPVC Union
65mm dia
50mm dia
40 mm dia
32 mm dia
25 mm dia
Providing, fixing, Testing & Commissioning of PVC Ball valve with quarter turn including all necessary fittings & accessories complete. PIMTAS / AQVASTAR make 65 mm ( 2.5 " )
Providing, fixing, Testing & Commissioning of PVC Ball valve with quarter turn including all necessary fittings & accessories complete. PIMTAS / AQVASTAR make 50 mm ( 2 " )
Providing, fixing, Testing & Commissioning of PVC Ball valve with quarter turn including all necessary fittings & accessories complete. PIMTAS / AQVASTAR make 40 mm ( 1.5 " )
Providing, fixing, Testing & Commissioning of PVC Ball valve with quarter turn including all necessary fittings & accessories complete. PIMTAS / AQVASTAR make32 mm ( 1.25 " )
Providing, fixing, Testing & Commissioning of PVC Ball valve with quarter turn including all necessary fittings & accessories complete. PIMTAS / AQVASTAR make 25 mm (1.00”)
Supplying and fixing in position PVC Square Gully Trap With Jali 110mm with necessary earth work excavation laid over a bed of brick jelly cement concrete 1:3:6 (One cement, Three sand and Six broken brick jelly) 150mm thick using 40mm size broken brick jelly including necessary brick work and plastering including dismantling masonry wherever necessary and re-doing the damaged portions to the original conditions using cement concrete 1:3:6 using 20mm stone jelly for fixing the gully trap and giving connections to PVC sewer line etc., complete complying with standard specifications. [Earth work excavation, brick work, plastering shall be measured and paid separately]. The PVC gully trap should be got approved by the Executive Engineer before use on works.
Supplying and fixing position Stainless Steel Square Floor Drainer with Hole 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)
Supplying and fixing in position best quality and approved make Indian made White glazed earthernware wash hand basin of size 550 x 400mm (without pedestal) with a pair of cast iron brackets, including cost 15mm dia brass CP pillar tap, 32mm dia "B" class GI waste pipe with rubber plug and chain, 15mm dia GM wheel valve, 15mm brass nipple, 15mm dia nylone connection, 32mm dia CP brass waste coupling including fixing of wash basin using CI brackets on to the wall in position with TW plugs and screws, rubber washers, white lead and giving necessary water supply connection and painting the brackets with two coats of painting over a priming coat of anti-corrosive paint including testing for leakages etc., complete complying with standard specification and as directed by the departmental officers. (The wash hand basin and specials should be got approved by the Executive Engineer before use on works).
Supplying and fixing in position best quality and approved make under counter oval type wash hand basin of size 560 x 450mm with a pair of cast iron brackets, including cost 15mm dia brass CP pillar tap, 32mm dia "B" class GI waste pipe with rubber plug and chain, 15mm dia GM wheel valve, 15mm brass nipple, 15mm dia nylone connection, 32mm dia CP brass waste coupling including fixing of wash basin using CI brackets on to the wall in position with TW plugs and screws, rubber washers, white lead and giving necessary water supply connection and painting the brackets with two coat of painting over a priming coat of anti-corrosive paint including testing for leakages etc., complete complying with standard specification and as directed by the departmental officers. (The wash hand basin and specials should be got approved by the Executive Engineer before use on works).
Supplying and fixing in positon Indian Water Closet (Oriya type) of size 580 x 440mm white glazed earthern ware with Twin type PVC flush tank of approved quality and brand with "P" or "S" trap conforming to BIS with sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime, Two sand and Five brick jelly) 100mm thick and finishing the top to the required slope and including giving necessary connection to PVC pipes (including the cost of 110mm dia PVC pipe for a length of 600mm) by dismantling brick masonry wall / reinforced cement concrete roof / floor slab and making good the dismantled portion to the original condition with leakages etc., complete complying with standard specifications and as directed by the departmental officers. (The water closet should be got approved by the Executive Engineer before use on works).
Supplying and fixing in position White glazed European Water Closet of best quality and approved make with 100 mm "P" or "S" trap connecting with 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 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 with all accessories 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 be laid below ground level
75mm dia PVC soil waste pipe
110mm dia PVC soil waste pipe
160mm dia PVC soil waste pipe
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).
PVC Elbow
160 mm dia
110mm dia
75 mm dia
PVC Elbow with door
110mm dia
75 mm dia
PVC Tee
160 mm dia
110 mm dia
75 mm dia
PVC Tee with door
110 mm dia
75 mm dia
110 mm dia
75 mm dia
PVC Y with door
110 mm dia
75 mm dia
PVC bend
110mm dia
75 mm dia
Supplying and fixing in position PVC cowls of following dia of best approved quality conforming to BIS, etc., complete complying with standard specifications. (The PVC cowl should be got approved by the Executive Engineer before use on works).
110mm dia
75mm dia
Supplying and fixing in position best variety and approved quality heavy type 15mm dia tap following type including cost for cutting and threading of the galvanised iron pipes cotton thread shellac etc. complete complying with standard specification.
CP Pillar Tap
SS Long Body Tap
SS Two Way Bib Cock with Health Faucet
Swan Neck tap
Supplying and fixing CP Bottle Trap approved make including cost of all materials, labour etc., complete as directed by the departmental officers.
Supplying and fixing in position CP shower rose,CP Shower Arm with Overhead Shower Rose of approved make 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 CP Wall Mixture Tap 3 in 1 system with Hand Showers 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 Special type of mirror and frame approved quality of size 1000 x 780mm mirror 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)
Supplying and fixing approved best quality SS Towel Rack 600mm long with Lower Hanger of approved make with brackets of same materials including cost of teak wood plugs and CP screws, etc., complete complying with standard specifications. (The towel ring should be got approved by Executive Engineer before use on works).
Supplying and fixing best approved best quality brass SS soap dish holder of approved make of size 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 18 to 20 mm thick white jet blck granite partition slab for urinals of 1200x600(Avg) mm size fixing to wall using 3Nos. of suitable chromium plated brackets with CP bolt and nets, washers, cutting to required shape polishing to all the expose and surfaces and edge grinding etc; complete as directed by the dept officers.
Construction of Inspection chamber or manhole of the following size including necessary earth work excavation in all soils to full depth as may be directed with sand filling at bottom of the chamber for 10cm thick, concreting CC 1:5:10 using 40 mm guage HBGs jelly 10 cm thick and sode walls 9" thick brick work in cement mortar 1:5 using Second class ground moulded chamber bricks of size 9” x 43/8” x 23/4” filling the size of foundation with excavated earth, plastering with cm 1:3 20m thick for inside and bottom and making necessary benching with brick jelly cement concrete to the required slope and finishing neatly etc., complete.
Inspection Chamber of Size 0.60 x 0.60 x 0.60m (average depth)
Inspection Chamber of Size 0.60 x 0.60 x 0.90m (average depth)
Inspection Chamber of Size 0.75 x 0.75 x 1.20m (average depth)
Inspection Chamber of Size 0.75 x 0.75 x 1.50m (average depth)
Supplying and fixing in position of Steel fibre reinforced cement concrete (SFRC)manhole / inspection chamber cover slab with frame of following sizes including necessary labour charges for fixing the frame in position over the cement mortar base and finishing the joints etc. complete complying with standard specification and as directed by the departmental officers.
600x600mm cover slab
750x750mm cover slab
Supplying and fixing of PVC mould CI Steps of approved quality including dismantling masonry wherever necessary and redoing the damaged portion to original condition etc. complete complying with standard specification and as directed by the departmental officers.
Providing rain water harvesting pit of 1.50m depth with necessary earth work excavation,erecting the five nos of Rcc collar,sand filling of 0.60m depth,filling of 40mm HBS Jelly of 0.60m depth and covering with Rcc cover slab of 50mm thick and also connecting 110mm dia PVC pipe of 10.00m legth including transporting charges, fixing, etc. complete.
Supplying and fixing the following name board of size using with Injet Sticker print with 5mm thick foam board of approved make and quality including laser cutting for board and holes with required size and lettering on the board of required colour which is mentioned by the officer and fixing the name board using with necessary screws and nails etc., including labour charges for fixing and for excluding scaffolding charges etc., complete as directed by the departmental officer.
45cmx15cm
15cmx10cm
60cmx15cm
Supplying and fixing the following brass letters of size 25cm (10”) of approved quality & make in English and Tamil including labour charges for fixing with screws & nails etc., including labour charges for fixing and for excluding scaffolding charges etc., complete as directed by the departmental officer.
Tamil Letters
English Letters
Supplying and fixing the Emblem (15”) of approved quality & make including labour charges for fixing with screws & nails etc., including labour charges for fixing and for excluding scaffolding charges etc., complete as directed by the departmental officer.
Supply, erection, testing and commissioning of following MS „C‟ Class Heavy Duty Pipe as per IS 1239 to withstand a developing pressure of 10 kg. / sq.cm including necessary fittings like MS flange of table „E‟, elbows, reducers, gaskets, bolt, nuts with washers & joints as per standard method of arc welding, including one coat metal primer and two coat Post Office Red painting 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. Make: JINDAL / EQUIVALENT.
100mm nominal dia
80mm nominal dia
25mm nominal dia
Wrapping and Coating Anti-Corrosive Treatment for under ground MS pipe having one coat of anti-corrosive metal primer, one layer of asphalt tar tape wound over the MS pipe as per standard methods as per standard specification as directed by the Departmental Officers 100mm
Supply, erection, testing and commissioning of cast iron body and bronze internal non-rising spindle sluice valve of sizes at required places to control the flow of water including necessary MS flange of table „E‟, gaskets, bolts & nuts 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. Make: NORMEX / KARTAR / EQUIVALENT
Supply, erection, testing and commissioning of cast iron body and gun metal or stainless steel Internal Non-Return Valve size of 80mm dia 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.
Supply, erection, testing and commissioning of fire fighting application monoblock motor pumpset of 900 LPM at 40 metres head to develop 3.5 kg/sq.cm at the heightest and farthest hydrant point to make 30 m water jet at the time of fire fighting emergency cicumstances, coupled with 11 KW / 15 HP rated three phase 414 volts, 50 Hz, 2880 rpm electrical motor the pump with cast ron body, bronze impeller, rope gland packaging, suction size of 80 mm dia. delivery size of 65 mm dia., including the cost of foundaton concrete anti vibration mounting, rain safety hood and etc. complete as directed by the Departmental Officers (Kirloskar make KDS 1555+ or Equivalent)
Supply and laying of 4 core 10 sq.mm. armoured copper cable for power wiring to the Terrace Pump Motor with runs of 14 SWG TC wire for earthing, providing in wall with suitable size GI clamps, screws, wooden plug, end termination by using suitable size cable glands, copper sockets and etc., as directed by the Departmental Officers.
Supply and laying of 2 core 1.5 sq.mm. armoured copper cable for control wiring to the Terrace Pump Motor with runs of 14 SWG TC wire for earthing, providing in wall with suitable size GI clamps, screws, wooden plug, end termination by using suitable size cable glands, copper sockets and etc., as directed by the Departmental Officers
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 motor including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary, etc., completed as per standard specification and as directed by the Departmental Officers. Make: DONFOSS / INDFOSS / ISI MAKE / EQUIVALENT.
Supply, erection, testing and commissioning of Pressure Gauge with 0 to 14 kg. range of reputed make with necessary valve, milling thread MS coupling fixed at delivery pipe line in pump house to read the developing pressure 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. Make: H-GURU / ISI MAKE / EQUIVALENT
Providing, fixing pipe supports from columns / wall or suspenders from roof slab to suit various dia of pipes made out of GI / MS adjustable rods threaded for a sufficient length to adjust the height of support along with clamping arrangement for holding pipes of anchor fastening, arrangement design of hanger and should confirm with specification.100mm
Supply and fixing of Fire fighting application oblique type stainless steel Hydrant Valve of size 63mm dia with oblique type instantaneous coupling with 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, 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. Make: OMEX / KARTAR / LIFE GUARD / SAFE GUARD / EQUIVALENT.
Supply, and fixing in position of Fire Fighting Application Hose of 63mm dia of 15 metres length binded by copper wire with 63mm dia stainless steel male and female instantaneous fire fighting special coupling as per IS 901 as directed by the Departmental Officers. Near every hydrant points 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. Make: OMEX / KARTAR/ LIFE GUARD / SAFE GUARD / EQUIVALENT.
Supply, and fixing in position of Fire Fighting Application 63mm dia stainless steel short length Branch Pipe with hexagonal type spray nozzle of 15mm (or) 20mm jet bore. Near every hydrant points 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. Make: OMEX / KARTAR / LIFE GUARD / SAFE GUARD / EQUIVALENT
Supply of Fire Fighting Application MS Hose Box to keep two number of hoses and 1 No. of branch pipe with nozzle having proper glass window type double door with universe open key, painted inside white and outside Post Office Red. Near every hydrant point 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. Make: OMEX / KARTAR / LIFE GUARD / SAFE GUARD / EQUIVALENT.
Supply, installation of Fire Fighting Application 180 degree swinging type, hose reel drum with 20mm dia braided thermoplastic hose of 30 metres long, so as to extend to necessary distance by self rolling spindle wheel including necessary 20mm dia ball valve and open and close spray nozzle, warm clip, etc., as per the standard pattern of any reputed make at every floor nearer to hydrant valve, 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. Make: OMEX / KARTAR / LIFE GUARD / SAFE GUARD / EQUIVALENT
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, 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. Make: KARTAR / EQUIVALENT
Supply, erection, testing and commissioning of Fire Fighting 4 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, 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. Make: KIARTAR / OMEX / 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 nozzle, wall mounting bracket, safety clip etc., 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. Make: EXCELLENT / SAFETY FIRST / EQUIVALENT
Supply and fixing of Carbon-di-Oxide Gas Type 2 kg. capacity Fire Extinguisher as per New IS15683, complete with control valve, discharge hose with horn, wall mounting bracket, safety clip etc., 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. Make: EXCELLENT / SAFETY FIRST / EQUIVALENT
Supply & Installation of Gun Metal Ball Valve of size 25mm dia size including necessary Fittings
Supply & Installation of in position the sign board of "EXIT " with arraow to be placed at walking pathways by fixing on walls to direct occupants to outside the buliding in an emergency. The Exit sign board will be autoglow photo luminiscent type which will glow at dark.(Single Side indication)
Supply & Installation of Fire Escape Route Plan Laminated Board Auto Glow Print to be placed at each floor by fixing on walls to direct occupants to outside the buliding in an emergency. The Fire Escape Route Plan will be autoglow photoluminiscent type which will glow at dark. (Single Side indication)
S.S. single burner Gas Range Size 27”x27”x24” M.S. Inner angle frame of 32x6mm thick S.S. Top of 16 gauge salem sheet S.S. Side cover Sheet of 18 gauge S.S. Leg of 40 OD with Nylon leveling bush cast iron pan support, T-65 Burner, Copper pig tail, Needle control valve etc. Argon arc welded with Mat polish etc., and as directed by the departmental officers.
S.S.Double burner Gas Range Size 27”x27”x24” M.S. Inner angle frame of 32x6mm thick S.S. Top of 16 gauge salem sheet S.S. Side cover Sheet of 18 gauge S.S. Leg of 40 OD with Nylon leveling bush cast iron pan support, T-65 Burner, Copper pig tail, Needle control valve etc. Argon arc welded with Mat polish etc., and as directed by the departmental officers.
Supply of Aluminium body Iddly Cooker of 100 Iddies Capacity and argon arc welded with 5 Nos Spare plate etc., and as directed by the departmental officers.
S.S. Wet Grinder Box Type 7 Ltrs capacity Heavy Duty S.S. Drum of 20 gauge sheet S.S. body of 20 gauge S.S. Arm Set, S.S. Arm set pillar of 304 grade base frame of M.S. 50*6mm L-angle hard granite stone hardened gear box Compton motor or equivalent make argon arc welded with mirror polish with coconut scrapper etc., and as directed by the departmental officers.
LPG pipe line 4”x2” manifold of TATA or equivalent make with forged fitting S.S. shenco ball value, cooper pipe, Hose with adaptor and regulator VANAZ or equivalent make wall clamping cost of material including labour charges etc., and as directed by the departmental officers.
Aluminum vessels with covering plate set etc., complete and a directed by the dept. officers.
Supplying Tea Can 15 Ltrs capacity complete and as directed by the departmental officers.
Supplying Commercial Mixie etc., complete and a directed by the dept. officers.
Supplying S.S. Water jug of 2 ltrs capacity and as directed by the departmental officers.
Supplying S.S. Karandi 3” dia complete and as directed by the departmental officers.
Supplying S.S. Jallikarandi 2” dia. complete and as directed by the departmental officers.
Supplying S.S. Rice Karandi 5” dia. complete and as directed by the departmental officers.
Supplying S.S. Dosai Karandi 4” dia. complete and as directed by the departmental officers.
Supplying S.S. Kadai size : 15” dia complete and as directed by the departmental officers.
Supplying M.S. Kadai size : 22” dia complete and as directed by the departmental officers.
Supplying S.S. Rice washing perforation bucket as per standard specifications and as directed by the departmental officers
Supplying S.S. bucket 5 Ltr capacity complete and as directed by the departmental officers.
Supplying S.S. Rice basin complete and as directed by the departmental officers.
S.S Working table with under shelves size 45”x24”x34” S.S. Top of 16 gauge and under shelves of 18 gauge salem sheet 304 grade S.S. standing pipe of 40mm pipe of 16 gauge 304 grade with Nylon bush argon arc welded with mat polish etc., and as directed by the departmental officers.
Supply of 3 seater sofa providing three seater sofa with basic silver wood framework. the seat have flat type high density cushions placed on the seat, back rest with fireproof cloth or leatherride. bottom legs with floor adjustable bush model sofa. the rate includes labour for manufacturing, supply, transportation, etc.,
Supply of teapoy of size 3x1½ teakwood with melamine polish. the rate includes labour for manufacturing, supply, transportation, etc.,
Supplying of chief executive table of size (2400 x 1050 x 750mm) & side unit size (1200 x 450 x 750mm) table tops and legs made out of 25mm and 18mm thick commercial plywood with both side laminate finish, all exposed edges are machine pressed edge banding finish. 3 draw mobile pedestals of size 400mm w x 450mm d x 650mm h completely made of 18mm commercial plywood with both side laminate finish finished with 2mm thick pvc machine pressed edge banding. the rate includes labour for manufacturing, supply, transportation, etc.,
Supply of back storage unit of size (2400 x 450 x 750mm) table tops and legs made out of 25mm and 18mm thick commercial plywood with both side laminate finish, all exposed edges are machine pressed edgebanding finish. the rate includes labour for manufacturing, supply, transportation, etc.,
Supply of wooden cupboard of size (900 x 450 x 2100mm) made out of 18mm thick commercial plywood with both side laminate finish. all exposed edges are machine pressed edge banding finish. the rate includes labour for manufacturing, supply, transportation, etc.,
Supply of visitor chair with back in frame covered with breathable mesh in black for back, with arm steel frame and leg chair 14 gauge cr round pipe legs, 18mm compressor plywood for seat with 3” thick high density foam covered with fireproof cloth, fixed arms, legs have nylon bushes. the rate includes labour for manufacturing, supply, transportation, etc.,
GST at 18%
S.K.B Constructions (BID ID -1446447)
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
BOQ_715850.xls
BOQ • 0.48 MB
179719173.pdf
Tender Documents • 0.11 MB
179719175.html
Tender Documents • 0.06 MB
CONDITIONSScouts.pdf
Tender Documents • 0.36 MB
PQAPPLNScouts.pdf
Tender Documents • 0.26 MB
Download all tender documents and submit your bid