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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.7 LAccepted-AOC | ₹22.7 L Quoted ₹20.0 L | L1 | Accepted-AOC LOWEST TENDERER |
| 2 | L2₹20.2 LRejected-AOC | ₹20.2 L | L2 | Rejected-AOC SECOND LOWEST TENDERER |
| Sl No | Description | Qty | Unit | AMMAN BUILDERS L1 | MERITON CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00CIVIL WORK | |||||
| 1.01 | Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting including initial leads and lifts and refilling the sides of foundation with excavated earth in 150 mm layers well watered, rammed and consolidated including depositing surplus earth within the godown or inside compound in places shown with initial lead of 10 mts and initial lift of 2 mts. Clearing, leveling the site, shoring, strutting, bailing of water wherever necessary etc., complete complying with standard specification and as directed. | 42 | M3 | 280 ₹11,760 | 259.35 ₹10,892.70 |
| 1.02 | CEMENT CONCRETE 1:5:10(one cement, five sand and ten aggregate)using 40mm gauge hard broken granite stone jelly for foundation including de-watering, side shuttering , strutting, wherever necessary including curing etc., complete complying with standard specifications and as directed by the departmental officers. | 18 | M3 | 6,500 ₹1.2 L | 6,000 ₹1.1 L |
| 1.03 | Supplying and filling in foundation with Gravel in layers of not exceeding 150mm thick well watered, rammed and consolidated including watering etc., complete complying with standard specification and as directed. | 46 | M3 | 1,500 ₹69,000 | 900 ₹41,400 |
| 1.04 | Plain Cement Concrete 1:2:4 ( one cement, two sand, four aggregate) using 20mm gauge hard broken granite stone jelly including dewatering, side shuttering, strutting, wherever necessary including curing etc., complete complying with standard specification and as directed. | 6 | M3 | 7,500 ₹45,000 | 7,200 ₹43,200 |
| 1.05 | Supplying and laying of ready mix for RCC M15 grade of concrete having charaterstic strength not less than specified in the IS 456 – 2000 using ordinary Portland cement with minimum cement content o 300 kg / cum confirming to IS 8112. Coarse aggregates having a specific gravity of 2.60 using 20mm down graded hard blue granite broken stone jelly and fine aggregate without flyash as per IS 383 – 1970 (2007) with suitable water cement ratio not less than 0.45 and not exceeding 0.50 of water quality confirming tp IS 456 – 2000 including use of plasticizer of approved make & dosage of required grade at all locations and levels with specified high workability as per IS 11991959 (2004). The initial & final setting time confirming IS 12269 -1987 (2004) with maximum temperature of concrete at the time of placing should not exceed 32 0 C. The admixtures affecting the quality and strength of the concrete should not be used and should confirm IS 9103 – 1979 (usual admixture – Air entraining & water reucing ) including the cost of hire charges for pump na pumping charges to the required locations & levels as specified by the Engineer – in charge vibraors, finishing, watering, curing, testing charges as per IS 456 – 2000, 4031 – (Part 3 & 6 )/ 1988 (2005) & (Part 2) / 1999 (2004) and 516 /1959 (2004), 4926 – 1976 (1990), mix design details to be got approved before commencement of the work adopting pour card system and other Ok cards. Excluding the cost of form works, centering and shuttering placed in position etc., complete complying with standard specifications and as directed by the departmental officers .
In foundation and basement | 14 | M3 | 7,500 ₹1.1 L | 7,400 ₹1.0 L |
| 1.06 | In ground floor upto 4.50M height above basement. | 7 | M3 | 7,800 ₹54,600 | 7,600 ₹53,200 |
| 1.07 | Supplying, fabricating and placing in position MS/RTS grills for reinforcement for all R.C.C.works including cost of steel, labour for straightening, bending, cranking, tying grills with 18 gauge galvanized binding wire and placing grills in position complete complying with standard specification and as directed. | 19 | QTL | 9,500 ₹1.8 L | 9,500 ₹1.8 L |
| 1.08 | Providing FORM WORK for centering the soffits of all reinforcement concrete work including strutting to the required (3 metre) height with mild steel sheets of size 90cm x60cm 10gauge stiffened with welded mild steel angles of size 25mm x 25mm x 3mm laid with country wood joist of average of size 10cm x 6.50cm at about 90cm centers with casuarinas props of 13cm dia at 75cm centre to centre with all nails coir, wedges complete and removing the form work after necessary curing period as directed by the corporation officers. The rates should inclusive of cutting, bending, welding charges of M.S.sheets; M.S. angles etc complete complying with standard specification and as directed.
Column footing, Plinth beam, top tie beam etc., | 85 | M2 | 710 ₹60,350 | 710.9 ₹60,426.50 |
| 1.09 | Column and sunshade. | 53 | M2 | 950 ₹50,350 | 937.6 ₹49,692.80 |
Tender Value
Refer Docs
EMD Value
₹23,000
Closing Date
15 Dec 2025, 2:00 pmClosed
Managing Director
Head Office at CMRL Administrative Building , Poonamallee High Road, Koyambedu, Chennai-107
Construction of Combined Building for Office Building, Gangmen Shed and Security Shed in TNCSC Godown Campus at Ichipalayam Village in Kodumudi Taluk in Erode District.
2025_TCSC_627283_1
37/CED6/070271 /2025
Open Tender
Civil Works
90 days
Kodumudi
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹23,000
11 Mar 2026
28 Nov 2025
16 Dec 2025
28 Nov 2025
15 Dec 2025
28 Nov 2025
Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting including initial leads and lifts and refilling the sides of foundation with excavated earth in 150 mm layers well watered, rammed and consolidated including depositing surplus earth within the godown or inside compound in places shown with initial lead of 10 mts and initial lift of 2 mts. Clearing, leveling the site, shoring, strutting, bailing of water wherever necessary etc., complete complying with standard specification and as directed.
CEMENT CONCRETE 1:5:10(one cement, five sand and ten aggregate)using 40mm gauge hard broken granite stone jelly for foundation including de-watering, side shuttering , strutting, wherever necessary including curing etc., complete complying with standard specifications and as directed by the departmental officers.
Supplying and filling in foundation with Gravel in layers of not exceeding 150mm thick well watered, rammed and consolidated including watering etc., complete complying with standard specification and as directed.
Plain Cement Concrete 1:2:4 ( one cement, two sand, four aggregate) using 20mm gauge hard broken granite stone jelly including dewatering, side shuttering, strutting, wherever necessary including curing etc., complete complying with standard specification and as directed.
Supplying and laying of ready mix for RCC M15 grade of concrete having charaterstic strength not less than specified in the IS 456 – 2000 using ordinary Portland cement with minimum cement content o 300 kg / cum confirming to IS 8112. Coarse aggregates having a specific gravity of 2.60 using 20mm down graded hard blue granite broken stone jelly and fine aggregate without flyash as per IS 383 – 1970 (2007) with suitable water cement ratio not less than 0.45 and not exceeding 0.50 of water quality confirming tp IS 456 – 2000 including use of plasticizer of approved make & dosage of required grade at all locations and levels with specified high workability as per IS 11991959 (2004). The initial & final setting time confirming IS 12269 -1987 (2004) with maximum temperature of concrete at the time of placing should not exceed 32 0 C. The admixtures affecting the quality and strength of the concrete should not be used and should confirm IS 9103 – 1979 (usual admixture – Air entraining & water reucing ) including the cost of hire charges for pump na pumping charges to the required locations & levels as specified by the Engineer – in charge vibraors, finishing, watering, curing, testing charges as per IS 456 – 2000, 4031 – (Part 3 & 6 )/ 1988 (2005) & (Part 2) / 1999 (2004) and 516 /1959 (2004), 4926 – 1976 (1990), mix design details to be got approved before commencement of the work adopting pour card system and other Ok cards. Excluding the cost of form works, centering and shuttering placed in position etc., complete complying with standard specifications and as directed by the departmental officers . In foundation and basement
In ground floor upto 4.50M height above basement.
Supplying, fabricating and placing in position MS/RTS grills for reinforcement for all R.C.C.works including cost of steel, labour for straightening, bending, cranking, tying grills with 18 gauge galvanized binding wire and placing grills in position complete complying with standard specification and as directed.
Providing FORM WORK for centering the soffits of all reinforcement concrete work including strutting to the required (3 metre) height with mild steel sheets of size 90cm x60cm 10gauge stiffened with welded mild steel angles of size 25mm x 25mm x 3mm laid with country wood joist of average of size 10cm x 6.50cm at about 90cm centers with casuarinas props of 13cm dia at 75cm centre to centre with all nails coir, wedges complete and removing the form work after necessary curing period as directed by the corporation officers. The rates should inclusive of cutting, bending, welding charges of M.S.sheets; M.S. angles etc complete complying with standard specification and as directed. Column footing, Plinth beam, top tie beam etc.,
Column and sunshade.
BRICK WORK in cement mortor 1:5(one cement, five sand) using best quality Country bricks of size 8" 3/4"x4 ¼ x 2 ¾ “ for walls including cost of scaffolding curing, finishing etc., complete complying with standard specification and as directed by the departmental officers. In foundation and basement.
In Ground floor upto 4.50M height above basement
PLASTERING with cement mortor 1:5 (one cement and five sand) 12mm thick including cost of scaffolding, finishing, curing etc., complete complying with standard specification and as directed by the departmental officers.
Painting the walls with two coats ready mixed interior emulsion paint of first class approved quality and 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.
Painting the walls with two coats ready mixed exterior emulsion paint of first class approved quality and 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.
Supplying and fixing in position of best approved quality of rain water down fall pipe having a pressure of 4Kg/sq.cm including cost of PVC bents, PVC shoe, 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 junction of roof slab including finishing neatly etc., complete complying with standard specification as directed by the departmental officers.
Supplying and fixing in position Indian Water Closet (Oriya type) of size 580 x 440mm white glazed earthern ware 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 CI 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 best quality approved make white glazed earthenware wash hand basin of size 550 X 400 mm with a pair of cast iron brackets, including cost of 15mm dia brass chromium plated piller tap, 32 mm dia C.P. waste coupling, 32 mm dia P.V.C. waste pipe with rubber plug and chain, 15mm diametre G.M.wheel valve, 15mm dia brass nipple, 15mm dia nylon connections etc., including fixing the wash hand basin in the wall in position with a pair of C.I. brackets with teak wood plugs and screws and giving necessary water supply connection and painting the brackets with two coats of paint over a priming coat of anticorrosive paint including testing for leakage etc., complete complying with standard specifications (the wash hand basin and specials should be got approved by the Executive Engineer before use on works)
Supplying and fixing PVC ventilating shaft of 110mm dia (having working pressure 4 kg. / sq.cm) with 3 metre height including cost of PVC cylindrical cowl of best approved quality etc., complete as directed by the departmental officers.
Supplying and fixing in position best quality PVC soil / waste pipes of 110mm 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 etc., complete as directed by the departmental officers.
Supplying, and fixing PVC pipes of 25mm dia 10Kg per sq.cm of approved quality and variety conforming to pressure IS 4985. The rate is inclusive of cost of pipe, all taxes, conveyance charges of materials and all other labour charges for fixing the PVC pipe as directed by the departmental officers etc., complete complying with standard specifications. The PVC pipe should be got approved by the departmental officers before use on work.
Paving the flooring with premium grade designed double charged vertified Tiles of size 600x 600 x 8mm of approved colour, shade and quality laid in cement mortar 1:3 (one cement and three sand) 20mm thick in all floors and the top pointed with the white cement mixed with same colour pigments 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 flooring with Ceramic tiles of size 305x305x6mm of approved quality and colour over a base layer of C.M.1:3, 20mm thick in all floors used 0.20 kg / m2 including finishing the joints and pointing flush with even surfaces etc., complete complying with standard specifications and as directed.. (The tiles should be got approved by the Executive engineer before use on works).
Dadooing the walls with glazed tiles of size 150mmx150mmx6mm of approved quality and colour over a base layer of C.M.1:2, 10mm and pointing the joints with white cement mixed with colouring pigment at the rate of 0.40 kg/sq.m neatly in all floors, curing etc., complete complying with standard specification and as directed by the departmental officers. (The tiles should be got approved by the Executive engineer before use on works).
Supplying and fixing in position of best Indian make PVC Water Tank of 1000 litres capacity confirming to ISI standards as directed by the departmental officers including cost of material and conveyance charges of material to work site etc., complete complying with standard specifications.
Providing UPVC (Un-Plasticized Polyvinyl Chloride) Door: Providing and fixing casement doors fabricated from unplasticized polyvinyl chloride (UPVC) sections. Profiles: The Profiles should be three chamber system which provides high insulation properties with outer frame 60mmx55mm with an outer wall thickness of 2.4mm. The window unit should be designed with all corner joints mitred and fusion welded. Windows should be steel reinforced with 25x24x25mm steel reinforcement with a thickness of 1mm to have dimensional stability. The sash should be of 60x102mm. The mullion should be of 60x74mm. The profiles should have co-extruded seals. Hardware: All the hardware like friction stays, handles should be screwed with self tapping screws. The handles, locks should be designed so that they cannot be released from outside. Glazing: The window system should be glazed with 5mm plain float glass / 6mm bison lam Installation. The profiles should be cut to length and welded 45 degres. The window should be designed such that the water drainage does not passs through the reinforcement chamber. The window system should be fixed directly to the plastered brick wall using self expanding sylon plug and driving ms electroplated screws into plug.
UPVC Window specification: Supplying and fixing UPVC (Un-Plasticized Polyviny Chloride ) windows of casement type (open) from the profile the size of outer frame 60mmx58mm 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 w
elded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash an outer frame that enables opening of the window. The window should be fized to the wall the 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 of UPVC (Up-plasticized poly vinyl choloride) louvered ventilators of from the profile the size of outer frame 60mmx58mm and shutter profile size of 60 x78mm both profiles are reinforced with GI/ 1mm 125 GSM and 100% corrosion free, the profile are multi colored chamber section 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. Radiation pin headed glass 4mm thick should be provided to the louvers. The Ventilator should be fixed to the wall with 100% packing with screws silicon packing allround the frames. The Ventilator should got approved from the Executive Engineer before use on work.
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade) calcium carbonate and natural fibers (wood powder / rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water /moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-in-charge. (Note: stainless steel butt hinges and necessary S.S.screws shall be paid separately) 30mm thick.
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), Calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position complete as per direction of Engineer-in-charge Frame size 65x100mm.
Stainless steel butt hinges 125x64x2.50mm.
Tower bolt 200x10mm.
Handle 125mm.
Construction of Inspection Chamber following clear sizes including earth work excavation, CC 1:5:10 of 10 cm thick and brick work in Cement Mortar 1;5 (One cement and Five sand) using best quality of second class Ground Mould Bricks of size 9”43/8” 23/4”with Plastering with Cement Mortar 1:3 (One cement and Three Plastering Sand) 12mm thick inner and outer sides and wearing coat 1:3:6 (One cement, three crushed stone sand and Six aggregate) 15 cm thick and covered with precast slab 5 cm thick etc., complete complying as directed by the departmental officers.
Supplying and laying of High profile colour Galvalume sheet (as per ISI Standard) with combination 55A1:43 4Zn:1:6SI of TCT bent type 0.47mm thick not less than 150 GSM and standard width of 1.06m with yield strength of 550 MPA made from high tensile/ CR sheets of approved quality for roofing with necessary fixing arrangements like 65m and long hexagonal head screws with EPDM rubber seal etc., complete, complying with standard specification and as directed by the departmental officer. (Test certificate for quality should be furnished on receipt of material at site)
Supplying , fabricating, hoisting and errection of MS angle TRUSSES & PURLIN of ISI including drilling holes and painting the purlins with two coats of anticorrosive paint of approved colour over one coat of red oxide primer etc., complete complying with standard specification and as directed by the departmental officers.
Supplying and fixing of 40 X 6mm G.I Flat over the galvalume sheet roofing which is placed on the top of Purlin in the longitudinal direction to avoid the lifting of roofing during heavy wind. The rate is inclusive of GI screws 75mm length with rubber and aluminium washer, drilling hole over GI Flat to hold the sheet and purlin with necessary adhesive flashing tap directly over the galvalume sheet including labour charges for fixing, conveyance, loading, unloading and cutting etc. complete as directed by the departmental officers.
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