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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.2 LAccepted-Finance | ₹26.2 L | L1 | Accepted-Finance less |
| 2 | L2₹2.6 CrRejected-Finance | ₹2.6 Cr | L2 | Rejected-Finance Second less |
| Sl No | Description | Qty | Unit | KUMAR TV L2 | sangeetha L1 |
|---|---|---|---|---|---|
| 1.00Construction of 60000 litrs OHT (12m Stagging Height) at Uliyanallur Village in Uliyanallur Panchayat | |||||
| 2.00Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers. Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B | |||||
| 3.00 | First depth | 72 | m3 | 260 ₹18,720 | 260 ₹18,720 |
| 4.00 | Second depth | 9 | m3 | 260 ₹2,340 | 260 ₹2,340 |
| 5.00 | Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bd officers | 3.6 | m3 | 1,915 ₹6,894 | 1,915 ₹6,894 |
| 6.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers. | 5.4 | m3 | 5,603.26 ₹30,258 | 5,600 ₹30,240 |
| 7.00 | RCC 1:11/2:3 using 20mm HBG Metal excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing | 14.86 | m3 | 9,491.98 ₹1.4 L | 9,491 ₹1.4 L |
| 8.00 | Upto GL | 2.53 | m3 | 9,353.21 ₹23,664 | 9,353 ₹23,663 |
| 9.00 | Above Gl and Upto 4.50m Height | 4 | m3 | 9,494.28 ₹37,977 | 9,494 ₹37,976 |
| 10.00 | Above 4.50m and upto 7.32m Ht from GL | 3.17 | m3 | 9,772.17 ₹30,978 | 9,772 ₹30,977 |
Tender Value
Refer Docs
EMD Value
₹26,500
Closing Date
20 Feb 2026, 4:00 pmClosed
The President
The President Panchayat Office Uliyanallur
Construction of 60000 litrs OHT (12m Stagging Height) at Uliyanallur Village in Uliyanallur Panchayat
2026_RDTN_662146_1
A2/4755/2025
Open Tender
Civil Works
Panchayat Office Uliyanallur
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹26,500
Yes
20 Feb 2026
20 Feb 2026
20 Feb 2026
20 Feb 2026
20 Feb 2026
20 Feb 2026
Construction of 60000 litrs OHT (12m Stagging Height) at Uliyanallur Village in Uliyanallur Panchayat
Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers. Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B
First depth
Second depth
Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bd officers
Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers.
RCC 1:11/2:3 using 20mm HBG Metal excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing
Upto GL
Above Gl and Upto 4.50m Height
Above 4.50m and upto 7.32m Ht from GL
Above 7.32m and upto 10.98m Ht from GL
Above 10.98m and upto 14.64m ht form GL
Above 14.64m and upto 18.30m ht form GL
Provinding steel centering using MS plates of size 90cmx60cm 13 grade to 10 grade thick welded with 25mmx25mmx3mm MS angles supported with country wood stantling of size 10cmx6.5cm at 90 cm C/C strutting with casurina props of 100m to 13cm dia as directed by Board Officers.
SQARE Surface
Columns above 3.30m upto 4.30m ht from GL
Columns above 4.30m upto 5.30m ht from GL
Columns above 5.30m upto 6.30m ht from GL
Columns above 6.30m upto 7.30m ht from GL
Columns above 7.30m upto 8.30m ht from GL
Columns above 8.30m upto 9.30m ht from GL
Columns above 9.30m upto 10.30m ht from GL
Columns above 10.30m upto 11.30m ht from GL
Columns above 11.30m upto 11.40m ht from GL
Plane Surface
Below G.L and upto 3.30m ht above GL
From 5.30m to 6.30m htabove GL
From 8.30m to 9.30m ht above GL
From 11.30m to 12.30m ht above GL
Curved Surface
Upto 3.30m height (From Floor Slab)
From 3.30m to 4.30m Height (From Floor Slab)
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 Board officers.
Painting two coats using approved quality Cement Paint over one cost of priming coat exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by Board officers.
Supplying and Fixing in Position of Cut Stone set in Cm 1:3 using roughly dressed cut stone supporting inlet pipe inside the tank and as directed by the officers
Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., includeing 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 etc., complete as detailed below.
For Inlet Arrangements
80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80mm GI Flange Set
90mm x80mm PVC Threaded Coupler
For Outlet Arrangements
80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80mm GI Flange Set
80mm GM Gate Valve
65mm GM Gate Valve
90mm x80mm PVC Threaded Coupler
90mm x 63mm PVC Reducer
For Source Arrangements
80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80mm GI Flange Set
80mm GM Gate Valve
90mm x80mm PVC Threaded Coupler
For Outlet Arrangements
80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80mm GI Flange Set
90mm x80mm PVC Threaded Coupler
Rubber Sheet
Bolt and Nuts
Labour Charges
80mm GI Pipe Cutting
80mm GI Pipe Threading
Labour charges for Ercting Lifting Positioning GI Pipes in Vertical direction and providing interconnection with service reservoir
Fabrication,supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6m MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 10,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and transportation and as directed by Board officers.
Supply and delivery and fixing position of CI man hole cover and frame of Size 60x60cm on roof slab and as directed by the officers The manhole frame and cover should be of light duty and conforming to ISI 1726/1974
Supply and Delivery and Fixing in Position of 150mm dia AC Ventilators on the roof Slab and as directed by the officers
Refilling the Foundation for Service reservoir with excavated earth (other than sand) in layers of 15cm thick well rammed,watering and consoildating etc Complete complying with standard Specification as directed by the 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., to required height and clear width of 45cm consisting of two Nos. of vertical post of 10cm x 15cm and step slab of 25mm x25mm etc., complete and as directed by Board officers.
90mm PVC Pipe 6Ksc
Cement Solvent
Earth work excavation and depositing on bank with initial lead and lift including all charges
Laying and jointing of PVC Pipe into trench
Refilling the earth work after into trench
Provision for Fencing Arrangements
Earth work excavation and depositing on bank with initial lead and lift in all soil for etc Complete
Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers.
Brick Work in CM 1:5 mix using Country Brick including cost and conveyance of all charges etc completed
Cement concrete 1:2:4 (one cement two sand and four aggregates) using 20mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers.
Supply and Fixing 75 X 75 X 6mm L Angle including cost and conveyance of all charges etc completed
Supply and Fixing of Steel Gate including cost and conveyance of all charges etc completed
Supply and Erecting centering for side and soffits including cost and conveyance of all charges etc completed
Supply and Fixing of Chain Link 2"x2" using 10 Gauge two play and four proposed galvanished iron wire of all size including cost and conveyance of all charges etc completed
Supply and Delivery of Barbed wire using 10 Gauage two Play and four Proposed gaivanish iron wire of all size including cost and conveyance all labour charges etc complete.
Plastering with cement mortar 1:5 mix to 12mm thick including cost and conveyance of all materials to site and all labour charges etc
Colour washing two coats with approved plastic emulsion paint inlcuding cost and conveyance and all labour charges etc,..completed..
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) 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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