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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.6 LAccepted-AOC | ₹23.6 L | L1 | Accepted-AOC Accepeted |
| 2 | L2₹23.6 LRejected-Finance | ₹23.6 L | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | R.Raju L2 | K.Manikandan L1 |
|---|---|---|---|---|---|
| 1.01 | Earthwork Excavation and depositing on bank wiyh initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. First Depth of 2.00M | 122.57 | M3 | 263.75 ₹32,327.84 | 263.08 ₹32,245.72 |
| 1.02 | Second Depth. OF 2m from 2m to 4m below GL For column footing | 21.29 | M3 | 263.75 ₹5,615.24 | 263.08 ₹5,600.97 |
| 1.03 | Sand Filling with clear River sand including cost of sand,watering,ramming,and consolidation etc. | 6.08 | M3 | 2,287.55 ₹13,908.30 | 2,287 ₹13,904.96 |
| 1.04 | C.C.1:4:8 Mix using 40mm iss metal for leveling course including cost of mixing concrete, ramming, curing etc. | 9.13 | M3 | 6,101.08 ₹55,702.86 | 6,100.25 ₹55,695.28 |
| 1.05 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical viarator, finishing, curing etc., complete as directed by TWAD Board officers. For items 1.5 m to 4.5m below GL | 34.66 | M3 | 9,457.02 ₹3.3 L | 9,456.5 ₹3.3 L |
| 1.06 | For items 0 to 1.50m below GL | 2.53 | M3 | 9,318.23 ₹23,575.12 | 9,318 ₹23,574.54 |
| 1.07 | For items 0 m to 4.5m above GL | 3.79 | M3 | 9,459.3 ₹35,850.75 | 9,458.2 ₹35,846.58 |
| 1.08 | For items 4.51 m to 7.32m above GL | 2.97 | M3 | 9,737.2 ₹28,919.48 | 9,736.46 ₹28,917.29 |
| 1.09 | For items 7.32m 10.98m above GL | 3.38 | M3 | 10,015.08 ₹33,850.97 | 10,014.45 ₹33,848.84 |
| 1.10 | For items 10.98m to 14.64m above GL | 15.59 | M3 | 10,292.95 ₹1.6 L | 10,292.1 ₹1.6 L |
Tender Value
₹27.9 L
EMD Value
₹27,910
Closing Date
27 Feb 2026, 3:00 pmClosed
Block Development Officer VP, Kammapuram
Panchayat Union Office, Kammapuram
Construction of New OHT 60000 Litre capacity 12 m stage with Pumproom at Grama Ulmettu street at Kargudal Panchayat
2026_RDTN_665854_1
C1/301/2025
Open Tender
Civil Works - Water Works
180 days
Panchayat Union Office, Kammapuram
As per tender
3 documents required · 3 mandatory
₹0
₹27,910
Yes
Panchayat Union Office, Kammapuram
27 Feb 2026
24 Feb 2026
27 Feb 2026
24 Feb 2026
27 Feb 2026
24 Feb 2026
25 Feb 2026
Earthwork Excavation and depositing on bank wiyh initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. First Depth of 2.00M
Second Depth. OF 2m from 2m to 4m below GL For column footing
Sand Filling with clear River sand including cost of sand,watering,ramming,and consolidation etc.
C.C.1:4:8 Mix using 40mm iss metal for leveling course including cost of mixing concrete, ramming, curing etc.
RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical viarator, finishing, curing etc., complete as directed by TWAD Board officers. For items 1.5 m to 4.5m below GL
For items 0 to 1.50m below GL
For items 0 m to 4.5m above GL
For items 4.51 m to 7.32m above GL
For items 7.32m 10.98m above GL
For items 10.98m to 14.64m above GL
For items 14.64m to 18.3m above GL
Supplying Fabricating and Placing in Possition of HSD Steel rods for Reinforcement including cost of Steel and binding wire etc.
Supplying and Erecting Steel Centering for sides and soffits including necessary supports and shuttering to the required height for R.C.C. ITEM Using M.S.Sheets including labour charges etc. 0 to 3.30 m
Supplying and Erecting Steel Centering for sides and soffits including necessary supports and shuttering to the required height for R.C.C. ITEM Using M.S.Sheets including labour charges etc. GL to 3.30m (B1)
Supplying and Erecting Steel Centering for sides and soffits including necessary supports and shuttering to the required height for R.C.C. ITEM Using M.S.Sheets including labour charges etc. From 3.30 to 4.30m
Supplying and Erecting Steel Centering for sides and soffits including necessary supports and shuttering to the required height for R.C.C. ITEM Using M.S.Sheets including labour charges etc. From 5.30 m to 6.30 m
Supplying and Erecting Steel Centering for sides and soffits including necessary supports and shuttering to the required height for R.C.C. ITEM Using M.S.Sheets including labour charges etc. 8.30m to 9.30m
Supplying and Erecting Steel Centering for sides and soffits including necessary supports and shuttering to the required height for R.C.C. ITEM Using M.S.Sheets including labour charges etc. 11.30 to 12.30m above GL
Curved surface 0 to 3.30M
Curved surface3.30 to 4.30m
Square column 0m to 3.30m above and below Gl
Square column 3.31 to 4.30m
Square column 4.31 to 5.30m
Square column 5.31 to 6.30m
Square column 6.31 to 7.30m
Square column 7.31 to 8.30m
Square column 8.31 to 9.30m
Square column 9.31 to 10.30m
Square column 10.31 to11.30m
Square column 11.31 to11.45m
Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface etc.,
Fabrication, supply,delivery and fixing of out side MS Ladder of 45cm wide made out of 50x50x6 mmMS angle for sides and steps in 16mm MS Plain rod fixed at 30cm centre tocentre welded, jointedetc,Providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint etc.
Providing and fixing of R.C.C. inner access ladder in R.C.C. 1:1.5:3 mix using 20mm ISS Metal including cost of reinforcement ,placing in grill in possition ,centering,shuttering charges mixing concrete curing etc.
Providing Ac vent cowl arrangements mosquito proof nylon net with 110mm dia Cowl etc.
Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc., including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc. complete as detailed below. 65mm dia GI pipes for inlet connection.
65mm dia GI coupling
90mm dia PVC Threaded coupler
65mm dia GI Tee
65mm dia GM Gate valve
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. As per item l(a) + l(b) Less item 2,3 & 4A & 4B Total
Labour charges for GI pipe connection to the OHT , for inlet,outlet,overflow and scour arrangements including cutting and threading earth work excavation and refilling
Earthwork excavation and depositing on bank with an intial lesd & lift in hard stiff clay, gravelly soil, shales, murrams earth mixed soil as per SS 20 B for foundation
Sand filling with good river sand including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete.
Cement concrete in 1:4:8 mix using 40 mm metal used for foundation including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete.
Cement concrete in 1:3:6 mix using 20 mm metal used for foundation including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete.
Plain Cement Concrete 1:2:4 (one cement, two M.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.
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
Filling the stones in soakpit incluiding the cost and conveyance of materials 40mm 40mm Metal
Filling the stones in soakpit incluiding the cost and conveyance of materials 40mm 20mm Metal
Rcc Precast rings
Ring and RCC Cover Slab
Provision for chloriner set, ladder ladder lockset
Earthwork excavation in all classes of soils and depositing on bank with an initial lead and lift such as sand or other loose soil, wet sand not under water silt and ordinary soil, sandy loom, and hard stiff, black cotton soil, red earth, earth mixed with
Filling with good river sand into foundation and basement including cost and conveyance of all materials to work site and all labourcharges for filling, watering etc., complete.
CC 1:4:8 mix using 40mm ISSHBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying and watering etc., complete.
Reinforced Cement concrete 1:1.5:3 mix using 20mm ISSHBG metal from approved sources including cost and conveyance of all materials to work site and all labour charges for mixing, laying, and watering etc., complete. Above basement
Brickwork in CM 1:5 mix using country bricks of standard size including cost and conveyance of all materials to work site and including all labour charges and all incidential charges etc., complete. Upto basement
Brickwork in CM 1:5 mix using country bricks of standard size including cost and conveyance of all materials to work site and including all labour charges and all incidential charges etc., complete. For Superstruture.
Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy 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 (waterproof 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 (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat 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. (Based on SoR 2023-24)
Plastering in CM 1:5 ,12mm thick including cost and conveyance of all materials to work site and all labour charges etc., complete.
Flooring with Granolithic flooring to 25mm thick using CC 1:2:4 mix using 20mm ISSHBG metal including cost and conveyance of all materials to work site and all labour charges etc., complete.
Painting the newly plastered wall surface with two coats of Plastic Emulsion Paint outside the building over one coat of cement primer including clearing the surface in all floors etc., complete as per standard specification.
Painting two coats with ready mix paint of approved colour and trade for doors & windows including cost and conveyance of all materials and all other labour charges etc., complete.
Supplying and erriecting, centring for plane surfaces structures such as RCC slab, beam etc., inlcuding strutting upto 3m height using mild steel sheets of size 90cm x 60cm x and B.G 10 stiffened with M.s angles of size 25 mm x 25mm x 3mm for boarding lai
Supplying and erriecting, centring for plane surfaces structures such as RCC slab, beam etc., inlcuding strutting upto 3m height using mild steel sheets of size 90cm x 60cm x and B.G 10 stiffened with M.s angles of size 25 mm x 25mm x 3mm for boarding lai
Supply and fabrication of steel including cost and conveyance of steels to worksite including labour for cutting, jointing and welding if necessary including all labour charges for dying with binding wire etc., complete.
Supplying Steel Door and windows as per standard specification etc
Wiring with 2 x 1.50 sqm ( 22/0.3 ) PVC insulated unsheathed single core Copper Conductor of 1100 v Grade in suitable PVC Rigid Pipe on wall and ceiling with PVC accessaries with TW Switch box with 5 A F . T . Switch with painting of suitable colour for Light Point and Fan Point ( For Electronic Regulator ) S D N o 18
Supply and fixing of 15w CFL Lamp (spiral lamp) for existing holder on wall etc complete.
Supply and fixing of 16amps DP Switch with metal clod of 500v with tube connection 32Amps and netural on suitable T.W Plug plante with supplying on reeper on Either side With PWD Earthen etc.
Supply and run of 2 of 6s.qm 84/100 pvc SC Unstrenthed on condition of 1100v grade in 25mm side GI Pipe lend with both ends with necssary angles etc
Supply and run of 2 of 6s.qm 84/103 pvc SC Unstrenthed on condition of 1100v on 7/70 GI Reducer with fuse service connection etc
Towards cost and supply of RCC Jolly of size 0.45*0.45m
Provision for Name Board
Provision for LWF 1%
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