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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.8 LAccepted-AOC | ₹34.8 L | L1 | Accepted-AOC AOC |
| 2 | Rejected-Technical | - | - | Rejected-Technical Ineligible |
| Sl No | Description | Qty | Unit | RT CONSTRUCTION L1 |
|---|---|---|---|---|
| 1.00Earth work excavation and depositing on bank with initial lead of 10 meters and initial lift of 2 meters in hard stiff clay, stiff block cotton hard red earth, murrains, gravel stoney earth and earth mixed with small size boulders and hard gravel soil etc., complete as per standard specification | ||||
| 2.00 | Hard stiff clay, stiff black cotton, hard red earth, shales etc. | 217 | M3 | 263 ₹57,071 |
| 3.00 | Soft disintegrated rock, laterite, soft rock, kankar not requiring blasting | 129 | M3 | 276 ₹35,604 |
| 4.00 | Collection supply and filling of good M sand approved quarry including cost and Conveyance of all materials to site and all labor charges for filling etc., Complete. | 15 | M3 | 1,736.5 ₹26,047.5 |
| 5.00 | Cement concrete of mix 1:4:8 (one part of cement, and four part of sand, and eaight part of coarse aggregate) using hard broken granite stone jelly of 40 mm gauge for foundation levelling course, including shuttering, dewatering wherever necessary and laid I layers of not more than 15cm thick complete complying with standard specifications and drawings and as directed by the departmental Engineers including all cost & conveyance of materials laying curing etc., complete as per TNDSS No 28V,VI(S2),VI(S54) and VII | 30 | M3 | 5,395.5 ₹1,61,865 |
| 6.00Supplying and erecting centering for sides and soffits including supports and strutting upto 3.00m height for plane surface such as RCC Slab, Rectangular Beams, Tee (or) ELL Beams, Lintel Bed Block, Slabs, Landing Slabs, Beams Canopy, Side Slab (or) Square (or) Round columns etc., as detailed below with all cross branching using M.S. Sheets of size 80cm x 60cm and B.G. 10 stiffended with welded M.S. Angles of size 25 x 25 x 3mm for boarding laid over silver oak or country wood joints of 10cm to 30cm to dia spaced at 75cm c/c etc., complete complying with standard specifications as directed by departmental officers etc., complete. | ||||
| 7.00 | Plane surface | 157 | M2 | 1,085 ₹1,70,345 |
| 8.00 | Curved surface | 227 | M2 | 1,627.5 ₹3,69,442.5 |
| 9.00 | Footing | 93 | M2 | 1,627.5 ₹1,51,357.5 |
| 10.00 | Supplying fabricating and placing in position of RTS steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed by departmental Officers. | 5,439 | Kg | 89.8 ₹4,88,422.2 |
Tender Value
₹42 L
EMD Value
₹42,000
Closing Date
27 Feb 2026, 3:00 pmClosed
Executive Officer
Ettimadai Town Panchayat
Construction of 2.00 Lakhs Capacity Sump with Compound Wall at Ward No.4 Area in Ettimadai Town Panchayat
2026_DTP_666286_1
ROC No.29/2026 Dated 12.02.2026 15th Million Ettimadai TP Coimbatore District
Open Tender
Civil Works
180 days
Ettimadai Town Panchayat
As Per Norms
3 documents required · 3 mandatory
₹0
₹42,000
16 May 2026
25 Feb 2026
27 Feb 2026
25 Feb 2026
27 Feb 2026
25 Feb 2026
25 Feb 2026 - 27 Feb 2026
Earth work excavation and depositing on bank with initial lead of 10 meters and initial lift of 2 meters in hard stiff clay, stiff block cotton hard red earth, murrains, gravel stoney earth and earth mixed with small size boulders and hard gravel soil etc., complete as per standard specification
Hard stiff clay, stiff black cotton, hard red earth, shales etc.
Soft disintegrated rock, laterite, soft rock, kankar not requiring blasting
Collection supply and filling of good M sand approved quarry including cost and Conveyance of all materials to site and all labor charges for filling etc., Complete.
Cement concrete of mix 1:4:8 (one part of cement, and four part of sand, and eaight part of coarse aggregate) using hard broken granite stone jelly of 40 mm gauge for foundation levelling course, including shuttering, dewatering wherever necessary and laid I layers of not more than 15cm thick complete complying with standard specifications and drawings and as directed by the departmental Engineers including all cost & conveyance of materials laying curing etc., complete as per TNDSS No 28V,VI(S2),VI(S54) and VII
Supplying and erecting centering for sides and soffits including supports and strutting upto 3.00m height for plane surface such as RCC Slab, Rectangular Beams, Tee (or) ELL Beams, Lintel Bed Block, Slabs, Landing Slabs, Beams Canopy, Side Slab (or) Square (or) Round columns etc., as detailed below with all cross branching using M.S. Sheets of size 80cm x 60cm and B.G. 10 stiffended with welded M.S. Angles of size 25 x 25 x 3mm for boarding laid over silver oak or country wood joints of 10cm to 30cm to dia spaced at 75cm c/c etc., complete complying with standard specifications as directed by departmental officers etc., complete.
Plane surface
Curved surface
Footing
Supplying fabricating and placing in position of RTS steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed by departmental Officers.
Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but 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 cost etc., complete complying with standard specification and as directed by the departmental officers -
Supplying and fixing in position of 0.60 x 0.60 m size water tight C.I Manhole frame with cover of approved pattern at the roof slab including the cost of men & materials complying with standard specification and as directed by the Engineers.
Plastering in Cement Mortor 1:3 Mix (one cement, Three sand ) 10mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. complying with std. specifications
Supplying, fabricating and fixing in position of mild steel Griil Gate and Design Grill, including providing one coat of red oxide primer. The rates shall inclusive of cost of all materials,Conveyence and all labour charges for fixing in position by dismantling the masonry, concrete etc. and redoing the same to the original condition duly packed with concrete etc., complete as per standard specifications and as directed by departmental Engineers
Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification.
Painting with two coats of Approved colour of best quality synthetic enamel paint, painting over new iron work including cost and conveyance of all materials and all labour charges etc. complete as per Standard specification and as directed by the departmental officers. (New Iron Surface).TNBP No:66&66-A
Supply and delivery of Open well Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non-return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction. The pump should be directly coupled to 2880 RPM, three phase, 50 Hz (±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP, Fully Automatic Air break Star Delta up to 20 HP and Auto Transformer starter for above 20 HP starting and for continuous operation. (400LPMx40M)
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days.
Supply and run of 4 of 4 sq.mm. (56 / 0.3) PVC insulated single core unsheathed copper conductor of 1100V grade on 7 / 20 GI bearer wire for service connection mains.(SD 67)
Supply and run of 4 of 4 sq.mm. (56/0.3) PVC insulated single core unsheathed copper conductor of 1100V grade in 25mm dia GI pipe (Class 'B') bent at both ends with necessary angle iron up right and end supports for mains (SD 72)
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications.SS 20 B ( for pipe line work )
Supply and Delivery of following pipes from approved company and including cost and conveyance of materials and all etc complete complying with std specifications confirming ti IS Specification
90mm PVC Pipe
65mm GI pipe
Conveyance and lowering of following pipes and specials into trenches and laying and jointing with cutting and threading to grade and alignment including charges for testing of pipe line with water after the pipes are laid and jointed etc.,complete complying with std specifications
90mm PVC Pipe
65mm GI pipe
Refilling the Excavated earth including well Consolidation including cost and conveyance complete complying with standard specifications and as directed by the departmental Engineers
Brick work in cement mortor 1:5 (One cement five sand) using well burnt chamber bricks of size 9 "x4 3/8 "x2 3/4 " all cost and conveyence of material to the site and all labour charges including curing etc complete complying with standard specification.
Plastering with cement mortar 1:5 (one cement and five sand) 12mm thick in all floors including curing etc., complete complying with standard specification and as directed.
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