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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.2 LAccepted-AOC | ₹19.2 L | 1 | Accepted-AOC L1 |
| 2 | 2₹19.2 LAccepted-AOC | ₹19.2 L | 2 | Accepted-AOC L2 |
| Sl No | Description | Qty | Unit | Santhi P L2 | G.Sekar L1 |
|---|---|---|---|---|---|
| 1.001.Construction of 30,000 liters Capacity OHT 12m Staging Height at Alangudi Panchayat. in Valangaiman Block ,Tiruvaur District. | |||||
| 2.00Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers | |||||
| 3.00 | First depth of 0 to 2 m | 58.55 | cum | 300 ₹17,565 | 263.78 ₹15,444.32 |
| 4.00 | Second depth of 2m to 3m | 13.12 | cum | 263.78 ₹3,460.79 | 263.78 ₹3,460.79 |
| 5.00 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. | 8.75 | cum | 2,500 ₹21,875 | 2,500 ₹21,875 |
| 6.00 | Cement concrete 1:4:8 mix using 40mm HBG Metal including cost and conveyance of all materials and all labour chages etc., complete | 4.37 | cum | 6,300 ₹27,531 | 6,300 ₹27,531 |
| 7.00Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers. | |||||
| 8.00 | Below 1.5m from GL | 13.52 | cum | 9,827.9 ₹1.3 L | 9,827.9 ₹1.3 L |
| 9.00 | 0m to 1.50m below GL | 1.75 | cum | 9,827.9 ₹17,198.83 | 9,827.9 ₹17,198.83 |
| 10.00 | 0m to 4.50m above GL | 2.83 | cum | 9,968.97 ₹28,212.19 | 9,968.97 ₹28,212.19 |
Tender Value
₹19.7 L
EMD Value
₹19,710
Closing Date
24 Dec 2025, 4:00 pmClosed
BLOCK DEVELOPMENT OFFICER (BPT) VALANGAIMAN
BLOCK DEVELOPMENT OFFICER (BPT) VALANGAIMAN
Construction of 30,000 Litre OHT at Alangudi Panchayat
2025_RDTN_633705_1
4924/2025/A2
Open Tender
Civil Works
Alangudi
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
₹19,710
31 Dec 2025
18 Dec 2025
24 Dec 2025
18 Dec 2025
24 Dec 2025
18 Dec 2025
Amount
1.Construction of 30,000 liters Capacity OHT 12m Staging Height at Alangudi Panchayat. in Valangaiman Block ,Tiruvaur District.
Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers
First depth of 0 to 2 m
Second depth of 2m to 3m
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
Cement concrete 1:4:8 mix using 40mm HBG Metal including cost and conveyance of all materials and all labour chages etc., complete
Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers.
Below 1.5m from GL
0m to 1.50m below GL
0m to 4.50m above GL
4.50 m to 7.32 m above GL
7.32 m to 10.98 m above GL
10.98 m to 14.64 m above GL
14.64 m to 18.30 m above GL
Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers.
Below GL
From GL to 3.30m
From 5.30m to 6.30m above GL
From 8.30m to 9.30m above GL
From 11.30m to 12.30m
Square Column Below GL and upto 3.30m above GL
3.31m to 4.30m ht
4.31m to 5.30m ht
5.31m to 6.30m ht
6.31m to 7.30m ht
7.31m to 8.30m ht
8.31m to 9.30m ht
9.31m to 10.30m ht
10.31m to 11.30m ht
11.31m to 12.30m ht
Curved Surface - upto 3.30m ht. 11.30m to 12.30m
Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers.
Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers.
Supply and Delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for sides and steps in 16 mm MS plain rods fixed at 30cm C/C welded jointed etc ., providing with suitable side supports, clamps and locking arrangements provided with two coats of approved enamel paint over one coat of redoxide paint , for providing access to roof top of 20000 litres OHT of suitable inclined length , including bottom anchorage and transportation and as directed by TWAD Board officers. The rate includes concrete bed block in CC 1:2:4 using 20mm HBGS at top and bottom of suitable size with necessry anchor bolts.
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers
Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers
Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers.
Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers
Painting TWAD Board Emblem on the Service Reservoir with enamal paint as per Board's specification and as directed by TWAD Board Officers.
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 coats of approved quality enamal paint etc. complete as detailed below.
65mm GI pipes for inlet connection.
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 coupler
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
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.
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
Provision for Water metre 50mm Charges(10147+3291+3817)
Provision for Soak pit Arrangements
Provision for Platform (Sub Estimate)
Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B)
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
Cement concrete 1:4:8 mix using 40mm HBG Metal including cost and conveyance of all materials and all labour chages etc., complete
Cement concrete 1:3:6 mix using 40mm HBG Metal including cost and conveyance of all materials and all labour chages etc., complete
Cement concrete 1:2:4 mix using 20mm HBG Metal including cost and conveyance of all materials and all labour chages etc., complete
Provision forExtension of Pipeline (Sub Estimate)
Earth work excavation of and depositing on bank with intital leadof 10mtr. & initial liftof 2mtr inhard stiff clay stiff black cotton soils, stiff re earth, shales murrams, gravel stoney earathand darth mixed with 50% fair sized boulders and hard gravelly soils.
Supply & Devliery of PVC rigid pipes for potable water supply as per IS 4935/1988 and aa amended fro time to time with ISI marking of othe following sizes with necessary couplers or bel ended pipes as specified in ISI and the required quantity of solvent cement having the required woring pressure and for delivery at site of works including loading, unloading stacking and transit insurance charges etc.,complete (4kgs)
Refilling with excavated earth (other than sand complying with standard specification for filling in trenches.
Conveyance of PVC rigid pipes and lowering into the trenchlaying to proper gradian and alignment, jointing PVC couplers with solvent cement and testing to required pressure including conveyance of water into one k.m. lead for filling in the pipes excluding cost of materials which will be supplied.
Solvent cement
63mm PVC TEE
63mm PVC Elbow
63mm PVC End cap
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}
Santhi P (BID ID -1543648)
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