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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-AOC | ₹16.0 L | L1 | Accepted-AOC Low quoted |
| 2 | Rejected-Technical | - | - | Rejected-Technical low quote bidder was accepted |
| 3 | Rejected-Technical | - | - | Rejected-Technical low quote bidder was accepted |
| 4 | Rejected-Technical | - | - | Rejected-Technical low quote bidder was accepted |
| 5 | Rejected-Technical CHENNAI | CHENNAI | TAMIL NADU | 600001 | - | - | Rejected-Technical low quote bidder was accepted |
| Sl No | Description | Qty | Unit | Meenakshi L2 | JEYARAJ MUNIASAMY L4 | T MOOLALINGAM L6 | SEKAR CONTRACTOR L1 | M THANGACHAMY L5 | R JAYARAMAN L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00ESTIMATE FOR CONSTRUCTION OF 30,000 LITRES OHT AT KEELARANGIYAM VILLAGE AND MELARANGIYAM 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 of 2m | 58.55 | m3 | 100 ₹5,855 | 263 ₹15,398.65 | 245.32 ₹14,363.49 | 100 ₹5,855 | 270 ₹15,808.50 | 207 ₹12,119.85 |
| 4.00 | Second depth of 0.35m | 13.12 | m3 | 100 ₹1,312 | 263 ₹3,450.56 | 245.32 ₹3,218.60 | 100 ₹1,312 | 270 ₹3,542.40 | 207 ₹2,715.84 |
| 5.00 | Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bdo officers | 4.37 | m3 | 1,000 ₹4,370 | 3,096 ₹13,529.52 | 2,879.37 ₹12,582.85 | 1,000 ₹4,370 | 3,100 ₹13,547 | 1,505 ₹6,576.85 |
| 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. | 7.29 | m3 | 4,500 ₹32,805 | 6,707 ₹48,894.03 | 6,237.51 ₹45,471.45 | 4,500 ₹32,805 | 6,750 ₹49,207.50 | 4,589 ₹33,453.81 |
| 7.00RCC 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 | |||||||||
| 8.00 | Below 1.50m from GL | 16.22 | m3 | 8,000 ₹1.3 L | 10,442 ₹1.7 L | 9,711.96 ₹1.6 L | 8,000 ₹1.3 L | 10,500 ₹1.7 L | 7,314 ₹1.2 L |
| 9.00 | Upto GL | 1.73 | m3 | 6,000 ₹10,380 | 10,584 ₹18,310.32 | 9,843.16 ₹17,028.67 | 6,000 ₹10,380 | 10,600 ₹18,338 | 7,314 ₹12,653.22 |
| 10.00 | Above Gl and Upto 4.50m Height | 2.83 | m3 | 9,000 ₹25,470 | 10,861 ₹30,736.63 | 10,101.59 ₹28,587.50 | 9,000 ₹25,470 | 10,900 ₹30,847 | 868 ₹2,456.44 |
Tender Value
₹19.7 L
EMD Value
₹19,710
Closing Date
21 Jan 2026, 3:00 pmClosed
Block Development officer (B.P)
Union Office Thiruppuvanam
15thCFC_OHT_Keelarangiyam Village in_Melarangiyam_Panchayat
2026_RDTN_642553_1
15thCFC_OHT_Melarangiyam
Open Tender
Civil Works
180 days
Union Office Thiruppuvanam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹19,710
20 Feb 2026
13 Jan 2026
21 Jan 2026
13 Jan 2026
21 Jan 2026
13 Jan 2026
ESTIMATE FOR CONSTRUCTION OF 30,000 LITRES OHT AT KEELARANGIYAM VILLAGE AND MELARANGIYAM 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 of 2m
Second depth of 0.35m
Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bdo 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
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
From 10.98m upto 14.64m ht above GL
column 14.64m to 18.63m ht above G.L
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.
Square Column Below GL and upto 3.30m above GL
Ground level to 3.30 m
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
From 7.30m to 8.30m ht
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 10.90m ht from GL
From 11.30m to 12.30m ht above GL
Plane Surface
Below G.L and upto 3.30m ht above GL
From 3.30m to 4.30m ht above GL
From 5.30m . to 6.30m
From 8.31m . to 9.30m
From 11.30m to 12.30m ht above GL
Curved Surface
11.30m to 12.30m Height
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 ready mixed Plastic Emulsion paint inlcuding priming coat including cost and conveyance of all materials to site and all labour charges etc complete
Supply and Fixing in position of cut stone set in c.m. 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 and Outlet Arrangements
65mm GI pipes for inlet connection
65mm GI pipes for over flow & rain water harvesting pipe
50mm GI pipes for scour pipe
65mm GI pipe for delivery pipe
90mm PVC Threaded coupler
63mm PVC Threaded coupler
65mm dia GI Tee
65mm dia GI bend 90
65mm dia GI bend (short)
65mm GI coupler
65mm GI union
65mm GI Elbow
50mm GI union
50mm GI Elbow
65mm GI Tee
65x50mm GI reducer
75mmx63mm PVC reducer
65mm GM gate valve
50mm GM gate valve
63 mm PVC 4Ksc Pipe
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
Painting JJM Board emblem on the SR with enamel paint as per boards specification and as directed by TWAD board 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.
Providing Pumping Main Line
Supply,delivery, laying and jointing of 63mm6 KSC PVC pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer.
Supply and fixing 63 mm pvc pend
Supply and fixing 63 mm pvc Tee
Providing CC Platform For OHT
Earth work excavation for pavement & drain in all soils and sub soils and to full depth as may be directed except rock requiring blasting but inclusive of shoring strutting and baling out water wherever necessary etc., complete.HARD SOIL
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications
Cement concrete 1:4:8 (One cement four sand and eight aggregate) using 40mm gauge hard broken granite stone including all incidental charges, dewatering if found necessary etc., complete.
Supplying and erecting centering shuttering including necessary supports for plane
Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum
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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