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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.7 LAccepted-AOC | ₹31.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹31.8 LRejected-Finance | ₹31.8 L | L2 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | M.ASARAF ALI-CONTRACTOR L1 | A MOHAMMED ALI JINNA L2 |
|---|---|---|---|---|---|
| 1.00Name of the Work : ONSTRUCTION OF 60000 LITRE CAPACITY OHT (12.00m STAGING HEIGHT) AT THARAGAMPATTY H//O.THARAGAMPATTY | |||||
| 2.00Earthwork 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. | |||||
| 3.00 | Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eartth | 72.24 | M3 | 263.28 ₹19,019.35 | 264.48 ₹19,106.04 |
| 4.00Earthwork 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. | |||||
| 5.00 | First depth of 2m SDR | 21.6 | M3 | 392.78 ₹8,484.05 | 393.58 ₹8,501.33 |
| 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. | 5.8 | M3 | 5,836.81 ₹33,853.50 | 5,837.61 ₹33,858.14 |
| 7.00RCC in 1:1/2:3 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 Board officers | |||||
| 8.00 | For items 1.5m to 4.5m below GL | 12.84 | M3 | 9,698.96 ₹1.2 L | 9,700.06 ₹1.2 L |
| 9.00 | For items 0 to 1.50m below GL | 2.72 | M3 | 9,560.19 ₹26,003.72 | 9,561.29 ₹26,006.71 |
| 10.00 | For items 0m to 4.5m above GL &1.00 m Above G.L | 4.13 | M3 | 9,701.26 ₹40,066.20 | 9,702.36 ₹40,070.75 |
Tender Value
Refer Docs
EMD Value
₹32,070
Closing Date
6 Feb 2026, 3:00 pmClosed
BDO(B.Pt), Kadavur
BDO(B.Pt), Kadavur
CONSTRUCTION OF 60000 LITRE CAPACITY OHT 12.00m STAGING HEIGHT AT THARAGAMPATTY IN THARAGAMPATTY
2026_RDTN_648850_1
CONSTRUCTION OF 60000 LITRE CAPACITY OHT (12.00m STAGING HEIGHT) AT THARAGAMPATTY in THARAGAMPATTY
Open Tender
Civil Works - Others
90 days
Kadavur Union Office
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹32,070
Yes
26 Feb 2026
30 Jan 2026
6 Feb 2026
30 Jan 2026
6 Feb 2026
30 Jan 2026
Name of the Work : ONSTRUCTION OF 60000 LITRE CAPACITY OHT (12.00m STAGING HEIGHT) AT THARAGAMPATTY H//O.THARAGAMPATTY
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 eartth
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.
First depth of 2m SDR
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.
RCC in 1:1/2:3 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 Board officers
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 &1.00 m Above G.L
For items 4.50m 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 stiffened with welded MS angles of size 25mm x 25mm x3mm of boarding
PLANE SURFACES
Below G.L.
ABOVE G.L. to 3.30m
FROM FLOOR 3.30 TO 4.30 M
Curved Surface
0 to 3.30m from floor level
3.30m to 4.30m from floor level
Square column
Below G.L.
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.
Supply delivery and fixing of staircase with M30 grade concrete for landings, MS ladder of 0.45m wide using 50x50x5mm MS angles for sides and steps at 0.30m c/c, with GI pipe handrails using 32mm GI pipes for railings and verical support at 0.45m C/c, MS flats (Size 40mm x 5mm ) for horizontal ties at 0.3m c/c and at bottom with Anchor fastener bolts of size 12mm x 75mm including cost of materials labour for fabrication of handrails fixing, painting etc., complete.
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
Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by TWAD Board officers
Supplying and fixing in position of 0.60 X 0.60m water tight CI manhole frame and cove of approved pattern at the roof slab and as directed. The manhole frame and cover should be of light duty and confirming to IS: 1726-1974
Pipe connection arrangements
65mm GI Pipe
65mm GI Tee
65mm GI Elbow
65mm GI Coupling
65mm GI Flange set
65mm GM Gate Valve
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers.
Extension of Pipeline at Tharagampatty 60000 Ltr OHT H/O Tharagampatty.
Earth work excavation and depositing on banks within initial lead and lift of soil except hard rock as per SS 20B .
Cost and Supply of PVC pipe including cost and all charges etc.,
Cost and Supply of GI pipe including cost and all charges etc.,
Laying and joining of PVC and GI pipe including all labour charges etc.,
Refilling with the excavated earth including all labour charges etc.,
50mm GI Coupling
50mm GI Elbow
Cost and Supply of PVC and GI specials
Providing Platform and Fencing for 60000 Ltr OHT at Tharagampatty
Earth work excavation for foundation in all clauses of soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and boiling out water whenever necessary etc complete
Cement concrete 1:4:8 mix using 40mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete.
Cement concrete 1:2:4 mix using 20mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete.
Supplying and filling with Sand including cost and conveyennce and all labour charges etc.
Paving with Interlocking Paver Block 80mm thick including cost and conveyennce and all labour charges etc.
Cost and Supply and fixing of 2"x2" 10 gauge galvanized wire chain link including cost of all materials and all labour charges etc complete
Cost and Supply and fixing of Barbed wire 10 gauge two ply and four pronged GI wire including cost of all materials and all labour charges etc complete
Cost and Supply of MS L Angle 20x20x3mm including cost of all materials and all labour charges etc complete
Provision for Gate
Provision for RWH arrangements
Provision for Name Board Charges
GST Amount for providing Service to Government Contract Works for the above ConstructionWorks. GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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