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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 LAccepted-AOC | ₹18.8 L | L1 | Accepted-AOC Low Level Quoted |
| 2 | L2₹18.8 LRejected-Finance | ₹18.8 L | L2 | Rejected-Finance High Level Quoted |
| Sl No | Description | Qty | Unit | K.V.MANOHARAN L2 | V.GOPINATHAN L1 |
|---|---|---|---|---|---|
| 1.00 | 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 2m From 0 to 2 m below GL | 58.55 | Cum | 263.7 ₹15,439.63 | 263.7 ₹15,439.63 |
| 2.00 | Second depth of 2m From 2m to 4 m below GL | 13.12 | Cum | 276 ₹3,621.12 | 276 ₹3,621.12 |
| 3.00 | Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Bord officers | 8.75 | Cum | 1,747 ₹15,286.25 | 1,747 ₹15,286.25 |
| 4.00 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers. | 4.37 | Cum | 5,370 ₹23,466.90 | 5,369 ₹23,462.53 |
| 5.00Reinforced 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. | |||||
| 6.00 | Below 1.5m from GL | 13.52 | Cum | 9,247.9 ₹1.3 L | 9,247.4 ₹1.3 L |
| 7.00 | 0m to 1.50m below GL | 1.75 | Cum | 9,108.8 ₹15,940.40 | 9,108.6 ₹15,940.05 |
| 8.00 | 0m to 4.50m above GL | 2.83 | Cum | 9,249.7 ₹26,176.65 | 9,249.7 ₹26,176.65 |
| 9.00 | 4.50 m to 7.32 m above GL | 2.23 | Cum | 9,527.6 ₹21,246.55 | 9,527.6 ₹21,246.55 |
| 10.00 | 7.32 m to 10.98 m above GL | 2.53 | Cum | 9,805.9 ₹24,808.93 | 9,805.5 ₹24,807.91 |
Tender Value
₹19.9 L
EMD Value
₹19,850
Closing Date
3 Mar 2026, 4:00 pmClosed
Block Development Officer,Uthiramerur
Block Development Officer,Uthiramerur
Construction of New 30000ltr Capacity of OHT with Distribution line and Main line in Kattupakkam At Mennalur Panchayat
2026_RDTN_665939_1
R.C.No.1422/2025 A2- Dt 18.02.2025
Open Tender
Civil Works
Uthiramerur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹19,850
16 Apr 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
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 2m From 0 to 2 m below GL
Second depth of 2m From 2m to 4 m below GL
Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Bord officers
Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers.
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 1.5m from 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.
Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete
Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides
Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc.
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
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 .
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
65mm dia GI bend (short)
65mm GI coupler
65mm GI union
65mm GI Elbow
50mm GI union
50mm GI Elbow
65x50mm GI reducer
65mm GM gate valve
50mm GM gate valve
63mm PVC Bend
65 GI Flange set
50 GI Flange set
63 mm PVC 6Ksc 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.
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.
PLATFORM: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 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.
M Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete.
Plain Cement Concrete 1:2:4 of 20mm size HBG broken stone for finishing curing etc. complete in accordance with standard specification
Plastering with Cement Mortar 1:4, 20mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including finsihing, curing, etc., complete in all floors complying with standard specification
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
PIPELINE: Earth work Excavation in all Types of soil for pipe laying works including Refilling works as per SS20B All soil.90mm, 63mm
Cost and supply of 90 mm OD PVC Pipe
Cost and supply of 63 mm OD PVC Pipe
Labour Charges for Laying and Jointing of 90 mm OD PVC Pipe
Labour Charges for Laying and Jointing of 63 mm OD PVC Pipe
Refilling the trench with excavated earth complying with standard specification 90mm PVC PIPE
Refilling the trench with excavated earth complying with standard specification 63mm PVC PIPE
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}
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