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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAccepted-AOC | L1 | Accepted-AOC AOC Completed | |
| 2 | L2₹17.9 L+₹1,284.27 (0.07%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | S Neelakandan L2 | R IYAPPAN L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soilIn hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B -First depth of 0 to 2 m | 58.32 | cum | 225 ₹13,122 | 224 ₹13,063.68 Lowest |
| 2.00 | second depth of 1m - Footing | 13.12 | cum | 235 ₹3,083.2 | 234.6 ₹3,077.95 Lowest |
| 3.00 | Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by the Dept. Officers | 8.75 | cum | 2,122 ₹18,567.5 | 2,121.7 ₹18,564.88 Lowest |
| 4.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m & upto 4.50 m depth Below GL. | 4.37 | cum | 5,632 ₹24,611.84 | 5,631.7 ₹24,610.53 Lowest |
| 5.00 | RCC in 1:1:5:3 mix using 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete- Below 1.5m & upto 4.50 m Below GL | 13.52 | cum | 9,274.76 ₹1,25,394.76 | 9,274.7 ₹1,25,393.94 Lowest |
| 6.00 | RCC in 1:1:5:3 mix using 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete- 0m to 1.50m below GL | 1.75 | cum | 9,159 ₹16,028.25 | 9,156.8 ₹16,024.4 Lowest |
| 7.00 | RCC in 1:1:5:3 mix using 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete- 0m to 4.50m above GL | 2.83 | cum | 9,158 ₹25,917.14 | 9,156.8 ₹25,913.74 Lowest |
| 8.00 | RCC in 1:1:5:3 mix using 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete- 4.50 m to 7.32 m above GL | 2.22 | cum | 9,494.26 ₹21,077.26 | 9,494.2 ₹21,077.12 Lowest |
| 9.00 | RCC in 1:1:5:3 mix using 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete- 7.32 m to 10.98 m above GL | 2.53 | cum | 9,800 ₹24,794 | 9,718.06 ₹24,586.69 Lowest |
| 10.00 | RCC in 1:1:5:3 mix using 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete- 7.32 m to 10.98 m above GL | 11.4 | cum | 9,941.86 ₹1,13,337.2 | 9,941.8 ₹1,13,336.52 Lowest |
Tender Value
₹18 L
EMD Value
₹18,000
Closing Date
22 Aug 2025, 6:50 pmClosed
Block Development Officer(V.P), Kumaratchi
Block Development Officer(V.P), Kumaratchi
CONSTRUCTION OF NEW OHT 30000 L NEW OHT ATSIVAKKAM IN ALKONDANATHAM Pt, Under Kumaratchi Panchayat Union, Cuddalore District 2025-2026
2025_RDTN_592729_1
Iyothidoss
Open Tender
Civil Works
Works
120 days
PU-Kumaratchi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹18,000
Yes
10 Oct 2025
15 Aug 2025
22 Aug 2025
15 Aug 2025
22 Aug 2025
15 Aug 2025
Amount
Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soilIn hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B -First depth of 0 to 2 m
second depth of 1m - Footing
Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by the Dept. Officers
PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m & upto 4.50 m depth Below GL.
RCC in 1:1:5:3 mix using 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete- Below 1.5m & upto 4.50 m Below GL
RCC in 1:1:5:3 mix using 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete- 0m to 1.50m below GL
RCC in 1:1:5:3 mix using 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete- 0m to 4.50m above GL
RCC in 1:1:5:3 mix using 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete- 4.50 m to 7.32 m above GL
RCC in 1:1:5:3 mix using 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete- 7.32 m to 10.98 m above GL
RCC in 1:1:5:3 mix using 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete- 7.32 m to 10.98 m above GL
RCC in 1:1:5:3 mix using 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete- 14.64 m to 18.30 m above GL
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by 40mm dia GI pipes spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by the Dept. officers. -Plain Surface- Below GL
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by 40mm dia GI pipes spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by the Dept. officers. -Plain Surface- From 5.30m to 6.30m above GL
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by 40mm dia GI pipes spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by the Dept. officers. -Plain Surface- From 8.30m to 9.30m above GL
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by 40mm dia GI pipes spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by the Dept. officers. -Plain Surface- From 11.30m to 12.30m
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by 40mm dia GI pipes spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by the Dept. officers. -Square Column:- Square Column Below GL and upto 3.30m above GL
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by 40mm dia GI pipes spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by the Dept. officers. -Square Column:- Square Column - 3.30m to 4.30m ht
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by 40mm dia GI pipes spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by the Dept. officers. -Square Column:- Square Column - 4.30m to 5.30m ht
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by 40mm dia GI pipes spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by the Dept. officers. -Square Column:- Square Column - 5.30m to 6.30m ht
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by 40mm dia GI pipes spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by the Dept. officers. -Square Column:- Square Column -6.30m to 7.30m ht
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by 40mm dia GI pipes spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by the Dept. officers. -Square Column:- Square Column -6.30m to 7.30m ht
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by 40mm dia GI pipes spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by the Dept. officers. -Square Column:- 8.30m to 9.30m ht
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by 40mm dia GI pipes spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by the Dept. officers. -Square Column:- 9.30m to 10.30m ht
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by 40mm dia GI pipes spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by the Dept. officers. -Square Column:- 10.30m to 11.30m ht
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by 40mm dia GI pipes spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by the Dept. officers. -Square Column:- 11.30m to 11.45m ht
Curved Surface - upto 3.30m ht.- Floor slab side, Side wall above floor slab (inner face), Side wall above floor slab (outer face). Roof Slab sides above platform, Haunch(Slanting)
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by The Dept. officers.
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 and curing etc., complete and as directed by The Dept. officers.
Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30cm centre to centre welded. Jointed etc., providing with handrails made out of 32mm Dia GL pipes and 40mm x6mm thick MS Flat, for ladder and roof top, fixing of anchor fastner blot of 12mm dia 75mm long, locking arrangements including fixing of ladders at all stages, provided with one coat of red oxide paint for providing access to roof top of 30,000 lit. capacity OHT with 12m staging of suitable inclined lenght, including bottom anchorage and transportation and as Dept. Officers
Providing and fixing of RCC inner access ladder in M30 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc
Providing Ventilating arrangements with 50 mm GI pipes with mosquito proof nylon net and as directed by TWAD Board officers
Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by TWAD Board officers
Providing manhole cover of size 1x1 0.60 X 0.60M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by the Dept. officers.
Painting TWAD Board emblem on the SR with enamel paint as per Board's specification and as directed by the Dept. officers
Supply,delivery and fixing of pipes and specials for OHT connections - 65 mm GI Pipe for inlet , Outlet , scour and Overflow
Supply,delivery and fixing of pipes and specials for OHT connections - 75 mm PVC Threaded Coupler
Supply,delivery and fixing of 65 mm GI elbow
Supply,delivery and fixing of 65x65x65 mm GI Tee
Supply,delivery and fixing of 65 mm GI coupling
Supply,delivery and fixing of 65 mm Flange set
Supply,delivery and fixing of 65 mm GM Gatevalve
Supply,delivery and fixing of 75mm OD PVC Pipes
Labour charges for SR Pipe connection
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers.
Contruction of Provision for Pump room
Provision for Name Board
Contigencies and other charges
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}
S Neelakandan (BID ID -1433836)
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