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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.5 LAccepted-AOC | ₹15.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.5 LRejected-AOC | ₹15.5 L | L2 | Rejected-AOC L2 |
| 3 | L3₹15.9 LRejected-AOC | ₹15.9 L | L3 | Rejected-AOC L3 |
| 4 | L4₹16.2 LRejected-AOC | ₹16.2 L | L4 | Rejected-AOC L4 |
| 5 | L5₹16.5 LRejected-AOC | ₹16.5 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | Devarajan L3 | JMA Construction L1 | SSSR GROUPS L5 | S DHANANJEYAN CONTRACTOR L7 | AK CONSTRUCTION L8 | AMUTHA CONSTRUCTION L9 | Muniappan Contractor L4 | CHINNAMUTHU CONTRACTORS L6 | L.Arivazhagan L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of 30000 Lit OHT tank (12m Stage) at Bathalahalli H/O Modhugulahalli | ||||||||||||
| 2.00 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart First depth of 2m | 46.24 | m3 | 212 ₹9,803.30 | 246 ₹11,375.53 | 380 ₹17,571.96 | 250 ₹11,560.50 | 255.75 ₹11,826.39 | 246.52 ₹11,399.58 | 216 ₹9,988.27 | 240 ₹11,098.08 | 209.09 ₹9,668.74 |
| 3.00 | Second depth of 1m | 8.06 | m3 | 212 ₹1,709.57 | 246 ₹1,983.74 | 436 ₹3,515.90 | 260 ₹2,096.64 | 255.75 ₹2,062.37 | 246.52 ₹1,987.94 | 216 ₹1,741.82 | 240 ₹1,935.36 | 209.09 ₹1,686.10 |
| 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 foundation | 2.3 | m3 | 1,422 ₹3,276.29 | 1,800 ₹4,147.20 | 1,250 ₹2,880 | 1,400 ₹3,225.60 | 1,585.85 ₹3,653.80 | 1,881.54 ₹4,335.07 | 1,449 ₹3,338.50 | 1,600 ₹3,686.40 | 1,420.67 ₹3,273.22 |
| 5.00 | For GL Landing Platform for ladder | 0.15 | m3 | 1,417 ₹212.55 | 1,800 ₹270 | 3,680 ₹552 | 1,400 ₹210 | 1,585.85 ₹237.88 | 5,468.97 ₹820.35 | 1,443 ₹216.45 | 1,600 ₹240 | 1,420.67 ₹213.10 |
| 6.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers. For foundation | 3.46 | m3 | 4,453 ₹15,389.57 | 5,500 ₹19,008 | 3,285 ₹11,352.96 | 5,000 ₹17,280 | 5,350.55 ₹18,491.50 | 9,259.54 ₹32,000.97 | 4,536 ₹15,676.42 | 5,222 ₹18,047.23 | 4,421 ₹15,278.98 |
| 7.00 | For GL Brace | 0.18 | m3 | 4,453 ₹801.54 | 5,500 ₹990 | 354 ₹63.72 | 5,000 ₹900 | 5,350.55 ₹963.10 | 9,129.85 ₹1,643.37 | 4,536 ₹816.48 | 5,222 ₹939.96 | 4,421 ₹795.78 |
| 8.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 20mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers. For GL Landing Platform for ladder | 0.22 | m3 | 4,453 ₹997.47 | 5,500 ₹1,232 | 3,285 ₹735.84 | 5,000 ₹1,120 | 5,450.15 ₹1,220.83 | 9,261.69 ₹2,074.62 | 4,536 ₹1,016.06 | 5,222 ₹1,169.73 | 4,421 ₹990.30 |
| 9.00RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Boa | ||||||||||||
| 10.00 | For items 1.5m to 4.5m below GL | 7.58 | m3 | 7,350 ₹55,742.40 | 9,200 ₹69,772.80 | 4,890 ₹37,085.76 | 7,500 ₹56,880 | 9,085.85 ₹68,907.09 | 9,259.54 ₹70,224.35 | 7,487 ₹56,781.41 | 7,500 ₹56,880 | 7,391.91 ₹56,060.25 |
Tender Value
₹19.7 L
EMD Value
₹19,500
Closing Date
24 Dec 2025, 3:00 pmClosed
Block Development Officer (BP), Palacode
Block Development Officer (BP), Palacode
Construction of 30000 Lit OHT tank (12m Stage) at Bathalahalli H/O Modhugulahalli
2025_RDTN_632956_1
TN04-05-P1 General Fund 2025-26 Palacode Block
Open Tender
Civil Works
Block Development Office, Palacode
Can be seen in the Tender Documents
2 documents required · 2 mandatory
₹0
₹19,500
29 Jan 2026
16 Dec 2025
24 Dec 2025
16 Dec 2025
24 Dec 2025
16 Dec 2025
Construction of 30000 Lit OHT tank (12m Stage) at Bathalahalli H/O Modhugulahalli
Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart First depth of 2m
Second depth of 1m
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 foundation
For GL Landing Platform for ladder
Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers. For foundation
For GL Brace
Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 20mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers. For GL Landing Platform for ladder
RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Boa
For items 1.5m to 4.5m below GL
For items 0 to 1.50m below GL
For items 0m to 4.5m above GL
For items 4.51m to 7.32m above GL
For items 7.32m to 10.98m above GL
For items 10.98m to 14.64m above GL
For items above 14.64m & up to 18.30m from 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
PLANE SURFACES
ABOVE G.L. to 3.30m
Curved Surface
0 to 3.30m from floor level
Square column
Ground level to 3.30 m
Square column 3.31 to 4.30m
Square column
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 TWAD Board officers
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 TWAD Board officers.
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 and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers.
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (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 cu
Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by TWAD Board officers
Providing cut stone slab in CM 1:3 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 TWAD Board officers.
Pipe connection to SR
65mm Ø GI pipes for over flow & 1xl
Rain water harvesting pipe
65mm Ø GI pipes for over flow & 1xl
50mm Ø GI pipes for scour pipe 1xl
65mm Ø GI pipe for delivery 1x1 pipe
65mm Ø GI Tee
65mm Ø GI 900 Bend
65mm Ø GI coupler
65mm Ø GI union
65mm Ø GI Elbow
50mm Ø GM gate valve
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. As per item l(a) + l(b) Less item 2,3 & 4A & 4B Total
Pipeline
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Supply of 63mm HDPE Pipes including cost and conveyance of all materials to site and all labour charges etc., completed.
Labour charges for laying and joining 40mm HDPE Pipes including all labour charges for laying pipes in proper alingment and gradient including cost of solvent cement etc., complete.
Refilling with excavated earth after laying of pipes including all labour charges Solvent cement etc., complete.
63mm Coller Joint
Provsion for Name Board.
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