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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.7 LAccepted-AOC | ₹26.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹26.7 LRejected-AOC | ₹26.7 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Chandian L1 | K R SENTHILKUMAR L2 |
|---|---|---|---|---|---|
| 1.00 | 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 For Foundation | 72 | cum | 263.78 ₹18,992.16 | 270.99 ₹19,511.28 |
| 2.00 | Second depth of 0.25m | 9 | Cum | 263.78 ₹2,374.02 | 263.78 ₹2,374.02 |
| 3.00 | Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bdo officers Columns | 5.4 | cum | 1,750.11 ₹9,450.59 | 1,800.46 ₹9,722.48 |
| 4.00 | 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. Columns | 5.4 | cum | 5,399.47 ₹29,157.14 | 5,445.47 ₹29,405.54 |
| 5.00 | 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 Below 1.50m from GL | 12.34 | cum | 9,243.97 ₹1.1 L | 9,243.97 ₹1.1 L |
| 6.00 | Upto GL | 2.53 | cum | 9,124.12 ₹23,084.02 | 9,124.12 ₹23,084.02 |
| 7.00 | Above Gl and Upto 4.50m Height | 4 | cum | 9,243.97 ₹36,975.88 | 9,243.97 ₹36,975.88 |
| 8.00 | Above 4.50m and upto 7.32m Ht from GL | 3.17 | cum | 9,360.82 ₹29,673.80 | 9,360.82 ₹29,673.80 |
| 9.00 | Above 7.32m and upto 10.98m Ht from GL | 3.58 | cum | 9,597.52 ₹34,359.12 | 9,597.52 ₹34,359.12 |
| 10.00 | Above 10.98m and upto 14.64m ht form GL | 15.18 | cum | 9,834.22 ₹1.5 L | 9,834.22 ₹1.5 L |
Tender Value
Refer Docs
EMD Value
₹27,000
Closing Date
24 Feb 2026, 3:00 pmClosed
Block Development officer, Arcot
Block Development office, Arcot
Construction of 60000 Liters Capacity OHT at Muppathuvetti H/O Muppathuvetti Panchayat
2026_RDTN_662050_1
A1/0592/2026
Open Tender
Civil Works
30 days
Block Development office, Arcot
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹27,000
21 Mar 2026
20 Feb 2026
24 Feb 2026
20 Feb 2026
24 Feb 2026
20 Feb 2026
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 For Foundation
Second depth of 0.25m
Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bdo officers Columns
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. Columns
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 Below 1.50m from GL
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 GLDeduction Braces @ 5.975m above 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 GLDeduction Braces @ 9.075m above 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
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
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 well 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 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 PVC Threaded Coupler
90mm x 63mm PVC Reducer
For Source Arrangemets 80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80mm GI Flange Set
90mm PVC Threaded Coupler
Rubber Sheet
For Over flow arrangements 80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80mm GI Flange Set
90mm PVC Threaded Coupler
Rubber Sheet
Bolt and Nuts
Labour Charges 80mm GI Pipe - Cutting
80mm GI Pipe - Threading
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 6transportation 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 Deduction for Column Footings,Columns and Braces upto GL
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.
Laying and Jointion of Pipeline worksSupply of 90mm PVC pipes and Specials 90mm PVC 6Ksc Pipes
90mm PVC Threaded Coupler
Earth work excavation and depositing on bank with initial lead and lift in all soil for etc Complete
Refilling with exvacated soil (other than sand ) complying with the standard speicfication for filling in foundation and beasement
Laying and jointing of PVC pipe into trench for etc Complete
Plat form Earth work excavation for all soils including all labour charges etc complete
Cement concrete 1:4:8 mix using 40 mm metal including all Lbour charges etc complete
Supply and erecting Centering including all labour chages etc complete
Cement concrete 1:3:6 mix using 20 mm metal including all Lbour charges etc complete
Cement concrete 1:2:4 mix using 20 mm metal including all Lbour charges etc complete
Filling 40mm Metal Including Cost and conveyance of all labour charges etc., complete.
Filling 20mm Metal Including Cost and conveyance of all labour charges etc., complete.
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