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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.8 LAccepted-Finance NEHRU NAGAR DHARMAPURI | DHARMAPURI | TAMIL NADU | 635106 | ₹23.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹27.5 LAccepted-Finance | ₹27.5 L | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical MULLUVASU | - | - | Rejected-Technical Not Addmited |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Addmited |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Addmited |
| Sl No | Description | Qty | Unit | Sri Sanjana Constructions L2 | CHINNAMUTHU CONTRACTORS L1 |
|---|---|---|---|---|---|
| 1.00Construction of 60000 Lit OHT Tank (12m Stage) with Pipeline at Kallipuram West H/O Paruvathanahalli | |||||
| 2.00 | 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 soil First depth of 0 to 2 m In 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 For Column Footing For G.L Brace | 72.36 | Cum | 500 ₹36,178 | 263.78 ₹19,086.07 |
| 3.00 | Second depth of 2.0m to 3.0 m | 11.77 | Cum | 500 ₹5,887 | 263.78 ₹3,105.75 |
| 4.00 | Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Board officers For Column Footing | 3.36 | Cum | 4,500 ₹15,138 | 2,173.75 ₹7,312.50 |
| 5.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. For footing | 5.05 | Cum | 6,500 ₹32,799 | 5,764.18 ₹29,086.05 |
| 6.00 | RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete Below 1.5m from GL Column footing | 12.23 | Cum | 11,000 ₹1.3 L | 9,460 ₹1.2 L |
| 7.00 | 0m to 1.50m below GL | 2.52 | Cum | 11,000 ₹27,742 | 9,351.06 ₹23,583.37 |
| 8.00 | 0m to 1.00m above GL | 0.49 | Cum | 11,000 ₹5,390 | 9,492.13 ₹4,651.14 |
| 9.00 | 1.00m to 4.50m above GL | 3.5 | Cum | 11,000 ₹38,522 | 9,492.13 ₹33,241.44 |
| 10.00 | 4.50 m to 7.32 m above GL | 3.17 | Cum | 11,000 ₹34,859 | 9,770.02 ₹30,961.19 |
Tender Value
₹24.1 L
EMD Value
₹25,000
Closing Date
12 Feb 2026, 3:00 pmClosed
Block Development Officer (VP), Pennagaram Block
Block Development Officer (VP), Pennagaram Block
Construction of 60000 Lit OHT Tank (12m Stage) with Pipeline at Kallipuram West H/O Paruvathanahalli
2026_RDTN_650313_1
Roc.No.900/2025/E2 Dt.02.02.2026 DT (PT) GENERAL FUND 2025-2026 P04
Open Tender
Civil Works
120 days
Block Development Officer (VP), Pennagaram Block
Pre Qualification Documents
2 documents required · 2 mandatory
₹0
₹25,000
Yes
Block Development Officer (VP), Pennagaram Block
21 May 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
12 Feb 2026
4 Feb 2026
4 Feb 2026
Construction of 60000 Lit OHT Tank (12m Stage) with Pipeline at Kallipuram West H/O Paruvathanahalli
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 soil First depth of 0 to 2 m In 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 For Column Footing For G.L Brace
Second depth of 2.0m to 3.0 m
Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Board officers For Column Footing
PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. For footing
RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete Below 1.5m from GL Column footing
0m to 1.50m below GL
0m to 1.00m above GL
1.00m 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
Steel Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete for the following Plain Surface Below GL
From GL to 3.30m
From 3.31m to 4.30m
From 5.31m to 6.30m
From 6.31m to 7.30m
From 8.31m to 9.30m
From 9.31m to 10.30m
From 11.31m to 12.30m
Square Column: Square Column Below GL and upto 3.30m above GL Deduct for Ist set brace at 2.875m height
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.
Curved Surface - 3.30m to 4.30m ht.
Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods.
Painting two coatsto the exposed surface of SR using cement paint
Providing outside M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30 cm centre to centre etc.and providing of Landing slabs with hand rails using 32mm GI pipe and 40mmx6mm MS flat etc. as per approved design
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 and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand 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 GI Ventilation arrangement 2 nos mosquito proof nylon net with 65 mm GI pipe and spls as directed by the TWAD Board officers 1 m 65 mm Gi pipe, 4 nos 65 mm Gi elbow , 4nos cutting and 8 nos threading and 2 nos 65 mm GI tee
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 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
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 65mm dia GI pipes
75mm dia PVC Threaded coupler
65mm dia GI Tee
65mm dia GI Elbow
65mm dia GM Gate valve
65mm dia GI Flangeset
65mm dia GI Coupling
65mm GI Dummy
63 mm PVC 4Ksc Pipe
63 mm PVC Bend
cutting of 65mm GI pipes
Thearding of 65mm GI pipes
75mm X 90mm PVC Reducer
90mm dia PVC Threaded adopter
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers As per item 1(a) + 1(b) Less item 2,3 & 4A, 4B
Provsion for Name Board.
Provison for Pipe line (Sub Estimate)
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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