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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.8 LAccepted-AOC | L1 | Accepted-AOC Lowest amount Quoted tenderer | |
| 2 | L2₹34.8 L+₹4,109.37 (0.12%)Rejected-AOC | L2 | Rejected-AOC Highest amount Quoted tenderer | |
| 3 | L3₹37.0 L+₹2.3 L (6.50%)Rejected-AOC | L3 | Rejected-AOC Highest amount Quoted tenderer | |
| 4 | L4₹38.1 L+₹3.4 L (9.70%)Rejected-AOC | L4 | Rejected-AOC Highest amount Quoted tenderer |
| Sl No | Description | Qty | Unit | BHARATHI L4 | Thulasi L2 | SAMPATH R L1 | RADISHKUMAR L3 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of New OHT Tank 100000 litres in Pazhamathur colony at Pazhamathur Panchayat in Madhuranthagam Block Under 15th CFC (BP and VP Tied Grant 60 Percent) Fund for the year 2025-26 | |||||||
| 2.00 | Earth work excavation for foundation and depositing on bank within an initial lead of 10m and an initial lift of 2m for the following classification of soil including shoring, strutting, bailing out water wherever necessary and all other incidental charges and as directed by the Officers. First depth of 0 to 2m | 134.46 | Cum | 271 ₹36,438.66 | 247 ₹33,211.62 | 200 ₹26,892 Lowest | 263 ₹35,362.98 |
| 3.00 | Cement concrete 1:4:8 (One cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course including the cost of mixing, placing the concrete in position, consolidating finishing the ends complete and curing etc. complete and as directed by TWAD Board Officers for works beyond 1.50m from GL for footing. | 8.24 | Cum | 5,505 ₹45,361.2 | 5,024 ₹41,397.76 | 5,000 ₹41,200 Lowest | 5,345 ₹44,042.8 |
| 4.00 | R.C.C. 1:1.5:2(M30) (one cement one and half sand and two 20mm &10mm HBG stone) for Floor slab floor beam &side wall excluding the cost of reinforcement, centering and shuttering but including the cost of mixing, placing, vibrating of concrete curing and finishing etc., complete as directed by the officers Column footing below 1.50 m from GL | 23.74 | Cum | 9,338 ₹2,21,684.12 | 8,522 ₹2,02,312.28 | 8,000 ₹1,89,920 Lowest | 9,066 ₹2,15,226.84 |
| 5.00 | Column below GL upto 1.50 m | 1.19 | Cum | 9,338 ₹11,112.22 | 8,522 ₹10,141.18 Lowest | 8,900 ₹10,591 | 9,066 ₹10,788.54 |
| 6.00 | Column above GL upto 4.50 m | 4.56 | Cum | 9,483 ₹43,242.48 | 8,655 ₹39,466.8 Lowest | 9,200 ₹41,952 | 9,207 ₹41,983.92 |
| 7.00 | Column above 4.50 m upto 7.32 m | 2.89 | Cum | 9,770 ₹28,235.3 | 8,916 ₹25,767.24 Lowest | 9,450 ₹27,310.5 | 9,485 ₹27,411.65 |
| 8.00 | Column above 7.32 m upto 10.98m | 3.72 | Cum | 10,056 ₹37,408.32 | 9,177 ₹34,138.44 Lowest | 9,650 ₹35,898 | 9,763 ₹36,318.36 |
| 9.00 | Column above 10.98 m upto 11.55m | 0.13 | Cum | 10,342 ₹1,344.46 | 9,439 ₹1,227.07 Lowest | 10,000 ₹1,300 | 10,041 ₹1,305.33 |
| 10.00 | Braces at GL | 3.37 | Cum | 9,338 ₹31,469.06 | 8,522 ₹28,719.14 Lowest | 9,060 ₹30,532.2 | 9,066 ₹30,552.42 |
Tender Value
₹37.4 L
EMD Value
₹37,500
Closing Date
24 Dec 2025, 3:00 pmClosed
Block Development Officer(BP),Madhuranthagam Block
Block Development Office, Madhuranthagam Block
Construction of New OHT Tank 100000 litres in Pazhamathur colony at Pazhamathur Panchayat in Madhuranthagam Block Under 15th CFC (BP and VP Tied Grant 60 Percent) Fund for the year 2025-26
2025_RDTN_633871_1
Rc.No.1010/2025/A6 AD(Pt) Dated 09.12.2025
Open Tender
Civil Works - Water Works
Item Rate
90 days
Pazhamathur
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹37,500
Yes
8 Jan 2026
18 Dec 2025
24 Dec 2025
18 Dec 2025
24 Dec 2025
18 Dec 2025
Amount
Construction of New OHT Tank 100000 litres in Pazhamathur colony at Pazhamathur Panchayat in Madhuranthagam Block Under 15th CFC (BP and VP Tied Grant 60 Percent) Fund for the year 2025-26
Earth work excavation for foundation and depositing on bank within an initial lead of 10m and an initial lift of 2m for the following classification of soil including shoring, strutting, bailing out water wherever necessary and all other incidental charges and as directed by the Officers. First depth of 0 to 2m
Cement concrete 1:4:8 (One cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course including the cost of mixing, placing the concrete in position, consolidating finishing the ends complete and curing etc. complete and as directed by TWAD Board Officers for works beyond 1.50m from GL for footing.
R.C.C. 1:1.5:2(M30) (one cement one and half sand and two 20mm &10mm HBG stone) for Floor slab floor beam &side wall excluding the cost of reinforcement, centering and shuttering but including the cost of mixing, placing, vibrating of concrete curing and finishing etc., complete as directed by the officers Column footing below 1.50 m from GL
Column below GL upto 1.50 m
Column above GL upto 4.50 m
Column above 4.50 m upto 7.32 m
Column above 7.32 m upto 10.98m
Column above 10.98 m upto 11.55m
Braces at GL
Braces at 3.35m to 3.75m above GL
Braces at 7.10m t0 7.32m above GL
Braces at 7.32m t0 7.50m above GL
Braces at 10.85m t0 10.98m above GL
Braces at 10.98m t0 11.55m above GL
Central Column inside the tank from 11.80m to 14.75m above G.L.
Centering for soffits of RCC members or plane surfaces including shuttering, strutting to centering and providing supports etc complete for the following members using MS sheets of size 90 cm x 60 cm BG 10 gauge stiffened with welded M.S. angles of size 25x25x3mm laid over silver oak (country wood) joist of size 10x6.5 cm (spaced @ about 90 cm c/c) and supported by casurina props of 10 to 13 cm dia (spaced at 75 cm c/c) and as directed by Officers. Square Column Column below GL 0 to 1.50m
Colum above 3.30m to 4.3 ht from GL
Column above 4.30 m upto 5.30 m
Column above 5.30 m upto 6.30 m
Column above 6.30 m upto 7.30 m
Column above 7.30 m upto 8.30 m
Column above 8.30 m upto 9.30 m
Column above 9.30 m upto 10.30 m
Deduct for Floor Beam at 10.85m to 11.55m height
Column above 11.30 m upto 11.55 m
Central circular column: Column below GL 0 to 1.50m
Column above 3.30m to 4.3 ht from GL
Column above 4.30 m upto 5.30 m
Column above 5.30 m upto 6.30 m
Column above 6.30 m upto 7.30 m
Deduct for brace at 7.10m to 7.50m height
Colum above 7.30m to 8.3 ht from GL
Column above 8.30 m upto 9.30 m
Column above 9.30 m upto 10.30 m
Column above 10.30 m upto 10.85 m
Plain Surface: Ground level Brace
Brace at 3.35m-3.75m m above G.L.
Brace at 7.10m-7.50m m above G.L.
Floor Beam at 10.85m-11.55m m above G.L.
Floor slab and working platform at 11.55 m above G.L.
Roof slab at 2.95 m above floor slab
Braces at 7.10m t0 7.32m above GL: Upto 3.30m height above and below GL
Supplying, fabricating and placing in position of RTS rods for reinforcement for various members including cost of steel for all RCC works as directed byOfficers. The rate to include the cost of binding wire also.
Exterior Emulsion painting two coats with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.
Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes,specials,valve,labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two cost an etc.,
65mm GI pipes for over flow & rain water harvesting pipe
50mm GI pipes for scour pipe
65mm GI pipe for delivery pipe
90mm PVC Threaded coupler
63mm PVC Threaded coupler
65mm dia GI Tee
65mm dia GI bend 90
65mm dia GI bend (short)
65mm GI couple
65mm GI union
65mm GI Elbow
50mm GI union
50mm GI Elbow
65mm GI Tee
65x50mm GI reducer
75mmx63mm PVC reducer
65mm GM gate valve
50mm GM gate valve
63 mm PVC 4Ksc Pipe
Providing and fixing of RCC 1:2:4 mix spiral stair-case of approved design outside of the tank as generally shown in plan including cost of cement, shuttering, strutting, moulding, lifting, casting of steps and any other incidental charges and painting etc. complete.
Supply, delivery and fixing in position of CI man hole cover and frame of size 60 x 60 cm on roof slab and as directed by the Officers. The manhole frame and cover should be of light duty and conforming to IS 1726/1974.
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
Providing Hand rails over the Standing Platform by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
RCC 1:1.5:3(One cement one and half sand and three 20 mm size HBG stone) for the RCC inside ladder including the cost of reinforcement fabrication centering and shuttering, cost of mixing placing of concrete vibrating curing, finishing etc., complete including fixing of RCC Ladder etc., complete as directed by the officers.
SuB Estimate: Pipe Line
Earth work excavation in all types of soil lead And lift ss 20 B etc complete Including All Labour Charges Including Cost and Conveyance etc Complete. .
Supply and Following of 90mm dia PVC Pipe Including Cost and Conveyance etc Complete. 6 KSC
Supply and Fixing of 90mm PVC Pipe Including Cost and Conveyance etc Complete.
Refilling excavated earth Including All Labour Charges Including Cost and Conveyance etc Complete. .
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
Thulasi (BID ID -1544730)
RADISHKUMAR (BID ID -1544589)
BHARATHI (BID ID -1544649)
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