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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 CrAccepted-AOC | ₹6.4 Cr Quoted ₹6.8 Cr | L1 | Accepted-AOC 1st Lowest Tenderer |
| 2 | L2₹6.9 Cr+₹13.6 L (2.01%)Rejected-AOC PLOT NO 7 SRI RAM NAGAR PERIYAKULAM ROAD THENI | THENI | THENI | TAMIL NADU | ₹6.9 Cr+₹13.6 L (2.01%) | L2 | Rejected-AOC 2nd Lowest Tenderer |
| 3 | L3₹7.0 Cr+₹25.5 L (3.78%)Rejected-AOC | ₹7.0 Cr+₹25.5 L (3.78%) | L3 | Rejected-AOC 3rd Lowest Tenderer |
| Sl No | Description | Qty | Unit | M.SANNASI CONTRACTOR L2 | P P INFRA THENI L1 | AMR CCONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing scrub jungle as directed by the departmental officers at site etc complete complying with standard specification and as directed by the departmental officer | 24,500 | Square Metre | 6.7 ₹1,64,150 | 6.5 ₹1,59,250 Lowest | 6.9 ₹1,69,050 |
| 2.00 | Earthwork in all soils except hard rock requiring blasting and conveying with a lead of 0 to 100M by deploying earth moving machineries and tippers for formation of bund in layers of suitable thickness, depending upon type of compaction equipment deployed and not exceeding 23cm thickness, benching of slopes prior to placement of earth fill, breaking clods, formation of bund, breaking clods, sectioning extra watering to OMC and compaction of each layers to 95% of proctor density through deployment of appropriate compaction equipment (8-10 ton vibratory power roller/short width (+0.90M width drum) power roller or vibratory power roller/fuel-operated or electrical operated vibratory plate compactors ensuring compaction of designed bund section including side slopes compaction etc., complete as directed by the Engineer-in-charge of work (Specification No.4.2.1 to 4.2.4) | 27,950 | Cubic metre | 110 ₹30,74,500 Lowest | 120 ₹33,54,000 | 120 ₹33,54,000 |
| 3.00 | Earth work excavation for foundation by manual means for RR/Brick and Other step type footings for Load bearing structures 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. | 2,734.98 | Cubic metre | 260 ₹7,11,094.8 | 240 ₹6,56,395.2 Lowest | 255 ₹6,97,419.9 |
| 4.00 | 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 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 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. | 303 | Cubic metre | 210 ₹63,630 | 200 ₹60,600 Lowest | 220 ₹66,660 |
| 5.00 | Supplying and fixing of boundary stone of standart design and drawings as per IRC25-1967, including painting , numbering, etc., complete complying standard specification | 200 | Square Metre | 1,250 ₹2,50,000 | 1,200 ₹2,40,000 Lowest | 1,230 ₹2,46,000 |
| 6.00 | 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. | 191.2 | Cubic metre | 1,850 ₹3,53,720 | 1,800 ₹3,44,160 Lowest | 1,900 ₹3,63,280 |
| 7.00 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard
specification and as directed by the departmental officers. | 1,115 | Cubic metre | 330 ₹3,67,950 | 320 ₹3,56,800 Lowest | 350 ₹3,90,250 |
| 8.00 | Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 40mm size hard broken stone jelly excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental officers. - Mixing by mechanical means | 451.46 | Cubic metre | 6,200 ₹27,99,052 | 6,100 ₹27,53,906 Lowest | 6,300 ₹28,44,198 |
| 9.00 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means | 2,050.2 | Cubic metre | 7,300 ₹1,49,66,460 | 7,100 ₹1,45,56,420 Lowest | 7,400 ₹1,51,71,480 |
| 10.00Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including Super Plasticiser, mixing charges for machine mix,laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers - machine mix | ||||||
Tender Value
Refer Docs
EMD Value
₹3.5 L
Closing Date
16 Sept 2025, 3:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, WRD., Periyar Vaigai Basin Circle, PWD Campus, Tallakulam, Madurai
Providing Tourist Amenities at Meerusamudram tank in Theni Allinagaram town of Theni Taluk in Theni District
2025_WRD_599932_1
NIT No. 06/D4/C.250/2025/Dated 25.08.2025
Open Tender
Civil Works
Lump-sum
365 days
Theni
YES
5 documents required · 5 mandatory
₹0
₹3.5 L
Yes
5 Dec 2025
3 Sept 2025
17 Sept 2025
3 Sept 2025
16 Sept 2025
3 Sept 2025
Amount
Clearing scrub jungle as directed by the departmental officers at site etc complete complying with standard specification and as directed by the departmental officer
Earthwork in all soils except hard rock requiring blasting and conveying with a lead of 0 to 100M by deploying earth moving machineries and tippers for formation of bund in layers of suitable thickness, depending upon type of compaction equipment deployed and not exceeding 23cm thickness, benching of slopes prior to placement of earth fill, breaking clods, formation of bund, breaking clods, sectioning extra watering to OMC and compaction of each layers to 95% of proctor density through deployment of appropriate compaction equipment (8-10 ton vibratory power roller/short width (+0.90M width drum) power roller or vibratory power roller/fuel-operated or electrical operated vibratory plate compactors ensuring compaction of designed bund section including side slopes compaction etc., complete as directed by the Engineer-in-charge of work (Specification No.4.2.1 to 4.2.4)
Earth work excavation for foundation by manual means for RR/Brick and Other step type footings for Load bearing structures 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.
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 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 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.
Supplying and fixing of boundary stone of standart design and drawings as per IRC25-1967, including painting , numbering, etc., complete complying standard specification
Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers.
Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 40mm size hard broken stone jelly excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental officers. - Mixing by mechanical means
Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means
Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including Super Plasticiser, mixing charges for machine mix,laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers - machine mix
Foundation
For Ground Floor
First Floor
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).
In Foundation and Basement
In Ground floor
Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid).
Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be rovided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid)
Supplying and erecting 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 centering for plane surfaces such as RCC Floor Slab, Roof Slab, Loft, Landing Slabs, etc with necessary supports and strutting above 3.60m upto 4.90m 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 2.40m x 3.00m (expandable upto 4.90m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) with Cross bracings provided at two levels at a spacing of 1.80m ,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, 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 steelreinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmentalofficers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire)
Supplying and fixing Mild Steel grills for windows, ventilators etc.,complete complying with standard specifications and as directed by the departmental officers.
Brick work in following Cement Mortar using best quality Burnt Clay Brick of size 9” x 4 1/2” x 3” with class designation of 10 conforming to IS 1077-1992 for oundation and basement including Cost of Mortar Plasticizer curing, etc.,complete mplying with standard specification and as directed by the departmental officers. ickwork 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.Using Manual Mix
For Ground Floor
For First Floor
Brick partition walls of 11.50cm thickness using best quality Burnt Clay Brick of size 9” x 4 1/2” x 3” with class designation of 10 conforming to IS 1077-1992 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)
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.
Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 20mm 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
Stucco plastering 12mm thick using blue granite chips of size 10mm and belowover a base plastering with cement mortar 1:5, 12mm thick, etc., complete complying with standard specifications
White washing two coats with freshly burnt white shell lime in all floors including cost of lime, blue powder fevicol type gum, brushes, scaffolding charges, etc., complete complying with standard specification and as directed.
Painting new wood work with two finishing coats of synthetic enamel ready mixed paint 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.)
Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification and as directed by the departmental officers.
Supplying and painting the walls with two coats of wall putty as instructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications and as directed by the departmental officers. (The wall putty shall be got approved by the Executive Engineer before use of work).
Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothly with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The surface shall then be allowed to dry for atleast 48 hours. It shall then be sand 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.
Painting the wall two coats with approved weather proof Exterior Emulsion paint over one primer coat on cement plastered wall surface ect., complete complying with standard specification and as directed by the departmental officers.
Paving the floor with best approved quality fine polished Granite Stone Slabs of following size and Variety with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three crushed stone sand) with required Cement Slurry and Mortar Plasticizer and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., complete complying with standard speicification and as directed by the departmental officers.(The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work)
Paving the floor with best quality vitrified Tiles of Double Charged/ Nano polished /Other type 800x800x10mm 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 pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in accordance with IS 1443 over a cement mortar bed of 20mm thick in Cement Mortar 1:3 (One Cement and Three crushed stone sand) with required Cement Slurry and Mortar Plasticizer and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)
Flooring with ceramic tiles of following size and variety conforming to IS 15622 laid over cement mortar bed of 20 mm thick in cement mortar 1:3 (One Cement and Three crushed stone Sand) with required Cement Slurry and Mortar Plasticizer including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with Water Resistant Tile Epoxy Grout at the rate of 0.27 Kg. / sq.m. etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)
Dadooing walls with following best approved quality, white / colour glazed tiles conforming to IS 15622 of printed design colour glazed tiles of size 300 x 450 x 8mm 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)
Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no crushed stone sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers.
Finishing the top of roof with one course of machine pressed tiles of Using Pressed Tiles of 230mm x 230mm x 16 mm to 18mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stone Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers
Supplying and fixing of marble of 0.61*1.22m.,18/20mm thick in all floors for urinalpartition including for labour charges for fixing and polishing etc.,complying with standard specification and as directed by the departmental officers
Supplying and laying of Interlocking Paver Block Stone 60mm thick Over a base layer of crushed stone sandfilling incl. Cost of materials laying and Labour charges etc complete complying with the standard specification and as directed by the departmental officers.
Supplying and Fixing of Fully Panelled Doors - External or Internal Moulded Planks Single Leaf 900 X 2100 Type ‘A’ - (5 Panels) Etc, Complete Complying With Standard Specification and as Directed by the Departmental officers.
Supplying and Fixing of Fully Panelled Doors - External or Internal Moulded Planks Double Leaf 1200 X 2100 Type ‘A’ - (5 Panels) Etc, Complete Complying With Standard Specification and as Directed by the Departmental officers.
Supplying and Fixing of Windows - Fully Glazed (Double Leaf) - 1200 x 1300 etc., Complete Complying with Standard Specification and as directed by the departmental officers
Supplying and Fixing in position steel glazed Ventilators with central hung swing shutter using F7D section of size 30x25x3mm for inner outer froames with 4 Nos. Of 12mm dia MS sq.bars for protection and 2 Numbers of clamps welded with outer frame and using 3mm thick pin headed glass for panel including painting with one coat of Red Oxide Primer dismantling the masonry wherever necessary for fixing the ventilator and redoing the same to the original condition fixing the ventilator and redoing the same to the original condition fixing the ventilator in position etc. complete complying with standard specification and as directed by the departmental officers.
FRP door Sutter with FRP door frames made out of FRP Sheets of 3mm thick of over all size 65mm x 50mm with rebate suitably reinforced using MS Angle / Flats, cost of holdfasts and solid core FRP shutter Panel of 5mm thick and hollow core frames of 3m wall thickness for styles and rails etc., of sizes specified by Engineers.
Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes having a pressure of 4 kg. / sq.cm including cost of 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 cast of removable cast iron grating. The PVC pipe shall be fixed in wall with special type of “U” clamp at the centre of the pipe line in addition to those for more than 3.0 metre pipe length, etc., complete complying with standard specification and as directed by the departmental officers
Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications. (The PVC pipes should be got approved by the Executive Engineer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level 110 mm dia pipe
Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications. (The PVC pipes should be got approved by the Executive Engineer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level 75mm dia pipe
Supplying and fixing in position first quality and approved variety of Gun metal Gate Valve / Wheel Valve with BIS make of the following dia including cost of shellac, thread balls, etc., complete complying with standard specifications (for both internal and external water supply arrangements). The valves to be used on work shall be got approved by the Executive Engineer before use on work. 25mm Gun metal valve
Supplying and fixing in position first quality and approved variety of Gun metal Gate Valve / Wheel Valve with BIS make of the following dia including cost of shellac, thread balls, etc., complete complying with standard specifications (for both internal and external water supply arrangements). The valves to be used on work shall be got approved by the Executive Engineer before use on work. 32mm Gun metal valve.
Supplying and fixing in position 15mm dia brass CP screw down tap of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc., complete complying with standard specification and including cutting and threading wherever necessary. (Taps should be got approved by the Executive Engineer before use on the works)
Supplying and fixing in position 15mm dia brass Pillar tap of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc., complete complying with standard specification and including cutting and threading wherever necessary. (Taps should be got approved by the Executive Engineer before use on the works)
Supplying, laying and jointing UPVC pipes of Class 5 (having working pressure of 10 kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety of the following dia including cutting, and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3(2003) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications. The UPVC pipes shall be got approved by Executive Engineer before use on works. - Internal water supply - above ground level.25mm dia pipe.
Supplying, laying and jointing UPVC pipes of Class 5 (having working pressure of 10 kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety of the following dia including cutting, and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3(2003) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications. The UPVC pipes shall be got approved by Executive Engineer before use on works. - Internal water supply - above ground level.32mm dia pipe.
Supplying UPVC Specials in water supply arrangements (both in internal and external water supply arrangements.
Elbow -25mm dia pipe
Elbow -32mm dia pipe
Elbow -50mm dia pipe
Tee-25mm dia pipe
Tee -32mm dia pipe
Tee -50mm dia pipe
Union-25mm dia pipe
Union -32mm dia pipe
Union -50mm dia pipe
Bend-25mm dia pipe
Bend -32mm dia pipe
Bend -50mm dia pipe
Coupler -25mm dia pipe
Coupler -32mm dia pipe
Coupler -50mm dia pipe
Reducer Tee -25mm dia pipe
Reducer Tee -32mm dia pipe
Reducer Tee -50mm dia pipe
Reducer Elbow -25mm dia pipe
Reducer Elbow -32mm dia pipe
Reducer Elbow -50mm dia pipe
Hex Nipple -25mm dia pipe
Hex Nipple -32mm dia pipe
Hex Nipple -50mm dia pipe
UPVC Elbow -20mm dia pipe
UPVC Elbow -25mm dia pipe
UPVC Elbow -32mm dia pipe
UPVC Reducer -25mm x 20mm dia pipe
UPVC Reducer -32mm x25 mm dia pipe
UPVC Reducer -50mm x 40mm dia pipe
UPVC Tee -20mm dia pipe
UPVC Tee -25mm dia pipe
UPVC Tee -32mm dia pipe
Supplying PVC Specials (with working pressure 10 kg. / sq.cm.) in water supply arrangements (both in internal and external water supply arrangements
PVC Elbow -75mm dia pipe
PVC Elbow -110mm dia pipe
PVC Tee -110 mm dia pipe
PVC Tee - 75mm
PVC Elbow with Doors -110mm dia pipe
PVC Elbow with Doors - 75mm dia pipe
Supplying and fixing in position best quality and approved make Indian made white / colour glazed earthernware wash hand basin of size 550 x 400mm (with pedestal / 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 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 position Indian make bevelled edge mirror of approved quality and brand PVC / Fibre Glass framed 5.5mm thick mirror of followingsize , 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)
Supplying and fixing best approved best quality Procelain CP soap tray of size 150 x 150mm including cost of teak wood plugs, brass screws, etc., complete complying with standard specifications. (The soap tray should be got approved by Executive Engineer before use on works).
Supplying and fixing of Granite Sink of size 600 x 600 x 250mm
Supplying and fixing in position white / colour glazed European Water Closet of best quality and approved make with 100 mm “P” or “S” trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn,teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC / 12.5 litres capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fittings such as 15mm brass ball valve with polythene float with brass handle, union, coupling connected by means of 40mm white PVC flush hand using Indian adopter joint including all internal fittings such as 15mm brass connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws and also giving necessary connection to the PVC pipe including cost of 600mm length of 110mm dia PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doing the dismantled masonry to original condition etc. complete complying with standard specifications. (The EWC and flushing tank wiht all accessories should be got approved by the Executive Enginer before use on works)
Supplying and fixing position CI Nahani Trap / Floor Trap of the following sizes with best stainless steel gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime, two part of crushed stone sandand 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 150 x 100mm “P” or “S” stoneware gully trap ‘A’ grade with CI double gratings of size 150 x 150mm and 230 x 230mm at bottom and top respectively with necessary earth work excavation laid over a bed of brick jelly cement concrete 1:3:6 (One cement, Three crushed stone sandand 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 stoneware sewer line etc., complete complying with standard specifications. [Earth work excavation, brick work, plastering shall be measured and paid separately]. The stoneware gully trap should be got approved by the Executive Engineer before use on works.
Supply and fixing in position of best Indian make white / colour glazed earthernware lipped mouth flat back urinal of best quality and approved make of size 430mm x 260mm x 350mm with GI pipe, 32mm dia bell mouth PVC connection and waste pipe, 15mm dia GI pipe of required length, 15mm dia GM wheel valve, 15mm dia brass nipple 2 Nos., and fixing the urinals in position with necessary TW plugs, clamps, screws, etc., including dismantling masnory and re-doing the same to the original condition, etc., including painting the pipe with two coats of best quality approved synthetic enamel paint over one coat of red oxide primer and checked without any leakage etc. complete complying with standard specifications and as directed by the departmental officers. (The urinal should be got approved by the Executive Engineer before use on works.)
Supplying and Fixing MS Ladder width 45cm using 50x50x6mm MS Angle etc. complete complying with standard specifications and as directed by the departmental officers.
Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications
Supplying and fixing in position of PVC water tank of approved by quality conforming to ISI Specification 1000 litres
English stainless steel letters English 25cm (10")
Tamil Brass Letters - 25 cm
Tamil Brass Letters - 20 cm
Tamil Brass Letters - 15 cm
Supplying and fixing New G.I pipe post using G.I pipe of approved quality and good variety ISI brand "B" class pipes of the following sizes for fencing post including cutting the pipe to required length fixing the pipe to plumb in the existing holes and laying the concrete. The rate is inclusive of cost of G.I pipes, including conveyance to work site and labour charges for cutting the pipe to required length and fixing in position as directed by the Departmental officers. etc., complete. (TNBP N. 86 ) 50 mm dia G.I pipe post.
Supplying and fixing new 6 mm thick M.S chain link fencing of approval gauge with angle above ground level and tying the same with an angle including the cost of MS flat making holes on the flat cost of bolt nut 40 nos washer etc to size of the chain link fenching is 2 " x 2" x 10 gauge
Dry Stone Masonry for Retaining Walls 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.
Supply of Micro sprinkler of half & full circle with 55 LPH output flow with necessary micro tube & stake. Rain Bird / JISL make including installation charges.
Supplying and fixing in position 15mm PVC Tap of approved quality conforming to BIS etc., Complete complying with standards specification ( The 15mm PVC Tap should be got approved by the excutive engineer before use on works )
Dewatering using 70HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.
Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with inTamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the TWAD Board Officers) including construction of mud pit..(excluding cost of casing pipe)- upto - 60m Depth ending below Ground level
Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with inTamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the TWAD Board Officers) including construction of mud pit..(excluding cost of casing pipe)- - 60m Depth to 90m Depth ending from Ground level
Reaming from 6'' diameter Pilot bore to 12'' diameter size etc., complete complying with standard specification as directed by the Departmental Officers.
Supply of 150 mm PVC Special Blue casing pipe of best approved quality etc complete as directed by the departmental officers. The pipe should got approved by the Executive Engineer before use on works.
Supply of 150 mm PVC Special Blue Slotted casing pipe of best approved quality etc complete as directed by the departmental officers. The pipe should got approved by the Executive Engineer before use on works.
Supply erection, testing and commissioning of 180 LPM, 70 metres, Head Pressurization Pump with 10 HP electrical motor of Kirloskar make with suitable base frame incluidng necessary vibration bad mounting etc.,m including conveying, fixing and incidental charges, etc., complete as per standard specification and as directed by the Departmental Officers. Make : KIRLOSKAR / EQUIVALENT.
Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50 kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety of the following dia including cutting and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3 (2003) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works - Internal water supply below ground level. 32mm pipe
Supply of endcap, nipple, start nipple, rubber grommet 15 mm dia. "Netafim" including installation charges etc., complete complying with standard specification as directed by the Departmental Officers.
Supply of Flexible polyethelene irrigation pipe 16 mm dia / 2.5 / 1.1 - 1.4 mm CL - II. " Netafim " including installation charges. etc., complete complying with standard specification as directed by the Departmental Officers.
Supply of Pressure compensated dripper with 2 / 4 / 8 LPH outlet flow. Rain Bird / Netafim make including installation charges. etc., complete complying with standard specification as directed by the Departmental Officers.
Supply & stacking of red earth at site to the departmental guage for pre-measurements which is of light textured, crystalline, porous and friable and not of generally acidic or neutral but not of alkaline and should be fertile, including seignior age charges, cost of transportation, loading, unloading, stacking and inclusive of all taxes etc., complete complying with standard specification as directed by the Departmental Officers.
Supply of Vermicompost in powder form, devoid of impurities and other materials, nutrient dense and which supports plant growth including cost of transportation etc., complete complying with standard specification as directed by the Departmental Officers.
Planting of Ficus black ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x8 inch including loading and unloading charges,transportation, stacking of saplings at site, earthwork excavation of required size, planting ofsapling, refilling of excavated earth etc as directed by the site in-charge.
Planting of Nerium oleander dwarf foliage shrub variety of height 30-45 cm in polythene bag of size6x8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.
Planting of Jasmine Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x8 inch including loading and unloading charges,transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.
Planting of Ixora ordinary foliage shrub variety of height 30-45 cm in polythene bag of size 6x8 inchincluding loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting ofsapling, refilling of excavated earth etc as directed by the site in-charge.
Planting of Murraya exotica foliage shrub variety of height 30-45 cm in polythene bag of size 6x8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the sitein-charge.
Planting of G2 grass including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.
Supplying and Planting of Ashoka tree sapling of height 180 - 240 cm in polythene bag of size 15x16 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earthetc as directed by the site in-charge.
Supply and planting of Washingtoniafilifera ornamental foliage palm of height 120-150cm in polythene bag of size 21×21 inch including loading and unloading charges,transportation, stacking of saplings at site,earth work excavation of required size,planting of sapling,refilling of excavated earth etc as directed by the site-in-charge.
Supply and planting of Leucophyllumfruitescens ornamental specimen plant of height 90-120cm in polythene bag of size 21×21 inch including loading and unloading charges,transportation, stacking of saplings at site,earth work excavation of required size,planting of sapling, refilling of excavated earth etc as directed by the site-in-charge.
Supply and planting of Cassia alataornamental foliage tree of height 30-45cm in polythene bag of size 7×8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the sitein-charge.
Supply and planting of Bougainvillea dwarfornamental foliage shrub of height 30-45cm in polythene bag of size 7×8 inch including loading and unloading charges,transportation, stacking of saplings at site,earth work excavation of required size,planting of sapling,refilling of excavated earth etc as directed by the site-in-charge.
Supply and planting of Burnfeisia pauciflora ornamental foliage shrub of height 30-45cm in polythene bag of size 7×8 inch including loading and unloading charges,transportation, stacking of saplings at site,earth work excavation of required size,planting of sapling,refilling of excavated earth etc directed by the site-in-charge.
Supply of White Pebbles including cost of transportation
Planting of Bougainvillea hybrid foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.
Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete
Supplying, erecting and Fixing precast reinforcement bench with back rest. Bench shall consist of 2 nos. L shaped bases support in natural cement color of thickness 100mm, back height 1000mm, front height 450mm, base width 620mm and 5Nos Reinforced Concrete planks in red color and size of 1500x100x50mm and 1no. reinforced concrete plank of 150x200x50mm: manufactured by using M-30 grade concrete & reinforced suitably: all parts to be joined with galvanized nuts and bolts of suitable size.
Office Tables (1.2 m x 0.9 m) • Size: 1.2 × 0.9 × 0.75 m • Material: Engineered wood, laminated, PVC edge band • Frame: Solid wood / powdercoated MS • Load: Up to 60 kg • Finish: Scratch- & stain-resistant • Color: Teak / Walnut (customizable) • Warranty: 1 year
Office Chairs • Stackable, heavy-duty, easyclean design • Powder-coated MS tubular frame • Polypropylene or cushioned seat/back • Color: Standard or custom • Warranty: 1 year
Canteen Dining Tables • Size: 1.5 × 0.60 × 0.75 m • Steel frame with laminated wooden top • Heat & stain-resistant surface, PVC edge band • Capacity: 4–6 seater • Color: Standard or custom • Warranty: 1 year
Canteen Chairs • Stackable, heavy-duty, easyclean design • MS steel chair • Color: Standard or custom • Warranty: 1 year
Supply and delivery of 120 Lit Capacity Mobile Garbage Bins shall conform to following specifications:-G• The material shall be heat and chemical resistant and shall be UV stabilized.The manufacturing process shall be Injection molding only as specified by EN 840-1 standard.The bins shall have suitable lid of HDPE Injection Molded at the top which shall be hinged on one side and open easily by gravity while unloading in refuse compactors.The bins shall have Nominal volume of 240 Ltrs.The bins shall have Two Solid rubber wheels of 200 mm Dia. (+-5 mm). Both these wheels shall be mounted on axle, which shall be corrosion resistant.The bins shall be provided with single piece pulling handle.The bins shall have deep and strong combs as per EN Standards. These combs shall ensure optimum accommodation on the lifting devices i.e. Refuse Compactors with Universal Bin Lifting mechanism.The useful load shall be min. 110 Kgs. As per EN standard.The color of the bins shall be Green/Blue/Grey/Yellow/Red and aesthetically pleasant in nature.
Earth Excavator- Crawler / Tracked Excavator - 1 m3 capacity
M.SANNASI CONTRACTOR (BID ID -1458889)
AMR CCONSTRUCTION (BID ID -1458766)
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