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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.8 LAccepted-AOC | ₹26.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹27.2 LRejected-Finance | ₹27.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹27.7 LRejected-Finance | ₹27.7 L | L3 | Rejected-Finance L3 |
| 4 | L4₹28.0 LRejected-Finance | ₹28.0 L | L4 | Rejected-Finance l4 |
| Sl No | Description | Qty | Unit | balasubramani L1 | S RADHAKRISHNAN L2 | PR VAITHILINGAM L4 | KRISHNAN NACHIYAPPAN L3 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of 60000Litres Capacity OHT Tank of 12m Staging height at Paganeri Village In Paganeri Panchayat | |||||||
| 2.00 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers First depth of 2m | 121.91 | m3 | 200 ₹24,382 | 224 ₹27,307.84 | 234 ₹28,526.94 | 230.68 ₹28,122.20 |
| 3.00 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board OfficersSecond depth of 0.35m | 33.46 | m3 | 200 ₹6,692 | 224 ₹7,495.04 | 234 ₹7,829.64 | 230.68 ₹7,718.55 |
| 4.00 | Filling with clear river sand in foundation including cost & conveyance to site and labour charges for watering raming and all other incidental charges etc., complete. | 18.25 | m3 | 2,000 ₹36,500 | 1,908 ₹34,821 | 2,001 ₹36,518.25 | 1,893.83 ₹34,562.40 |
| 5.00 | PCC 1:4:8 mix using 40mm ISS HBG metal including cost & conveyance of all materials to site including cost of cement and labour for mixing laying compacting curing concrete and all other incidental charges etc., complete for foundation. | 9.13 | m3 | 5,000 ₹45,650 | 5,130 ₹46,836.90 | 5,381 ₹49,128.53 | 5,191.43 ₹47,397.79 |
| 6.00RCC 1:1.5:3 mix using M30mm ISS HBG metal including cost & conveyance of all materials to work site and including cost of cement all other incidental charges etc., completed but executing cost and conveyance of steel fabrication charges and centering comp | |||||||
| 7.00 | Below 1.5m from GL | 34.66 | m3 | 9,000 ₹3.1 L | 8,305 ₹2.9 L | 8,712 ₹3.0 L | 8,464.85 ₹2.9 L |
| 8.00 | 0m to 1.50m below GL | 2.79 | m3 | 9,000 ₹25,110 | 8,305 ₹23,170.95 | 8,712 ₹24,306.48 | 8,464.85 ₹23,616.93 |
| 9.00 | 0m to 4.50m above GL | 3.77 | m3 | 9,000 ₹33,930 | 8,424 ₹31,758.48 | 8,837 ₹33,315.49 | 8,831.23 ₹33,293.74 |
| 10.00 | 4.50 m to 7.32 m above GL | 3.28 | m3 | 9,000 ₹29,520 | 8,659 ₹28,401.52 | 9,084 ₹29,795.52 | 8,831.23 ₹28,966.44 |
Tender Value
₹32.1 L
EMD Value
₹32,070
Closing Date
24 Dec 2025, 3:00 pmClosed
Block Developement Officer Kalaiyar koil
Block Developement Officer Kalaiyar koil
CONSTRUCTION OF 60000 Ltr OHT AT PAGANERI VILLAGE IN PAGANERI PANCHAYAT
2025_RDTN_633279_1
CONSTRUCTION OF 60000 Ltr OHT AT PAGANERI VILLAGE IN PAGANERI PANCHAYAT
Open Tender
Civil Works
90 days
Kalaiyar koil
tender notice ref
3 documents required · 3 mandatory
₹0
₹32,070
Yes
8 Jan 2026
17 Dec 2025
24 Dec 2025
17 Dec 2025
24 Dec 2025
17 Dec 2025
Amount
Construction of 60000Litres Capacity OHT Tank of 12m Staging height at Paganeri Village In Paganeri Panchayat
Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers First depth of 2m
Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board OfficersSecond depth of 0.35m
Filling with clear river sand in foundation including cost & conveyance to site and labour charges for watering raming and all other incidental charges etc., complete.
PCC 1:4:8 mix using 40mm ISS HBG metal including cost & conveyance of all materials to site including cost of cement and labour for mixing laying compacting curing concrete and all other incidental charges etc., complete for foundation.
RCC 1:1.5:3 mix using M30mm ISS HBG metal including cost & conveyance of all materials to work site and including cost of cement all other incidental charges etc., completed but executing cost and conveyance of steel fabrication charges and centering comp
Below 1.5m from GL
0m to 1.50m below GL
0m to 4.50m above GL
4.50 m to 7.32 m above GL
7.32 m to 10.98 m above GL
10.98 m to 14.64 m above GL
14.64 m to 18.63 m above GL
STEEL CENTERING: Centering for sides and soffits includig necessary supports and strutting to the required height for the folllowing RCC items using MS sheets of suitable size of B.G. 10 stiffened with welded MS angles of size 25mmx25mmx3mm for boarding,
Square Column:
Square Column Below GL and upto 3.30m above GL
3.31m to 4.30m ht
4.31m to 5.30m ht
5.31m to 6.30m ht
6.31m to 7.30m ht
7.31m to 8.30m ht
8.31m to 9.30m ht
9.31m to 10.30m ht
10.31m to 11.30m ht
11.31m to 12.30m ht
Plain Surface
Below GL
From GL to 3.30m
From 5.30m to 6.30m above GL
From 8.30m to 9.30m above GL
From 11.30m to 12.30m
Curved Surface - upto 3.30m ht.
Supply and fabrication of steel as per IS432/1960 (Tested Quality) including fabrication charges for all RCC items schedule in the tender including cost of steel including cost of electrodes and power for wilding typing wires, space bars cover blocks and
Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers.
Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes,specials,valve,labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two coats of approved quality enamal 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 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 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. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with 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 manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by TWAD Board Officers.
Providing Distribution Pipe Line
Supply and Delivery ,Laying and Jointing of 63 mm 4 KSC Pvc pipe incuding earth work and Refilling Pipe Linr
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
Brick work in cement mortar 1:5 mix using country bricks 83/4"x41/4"x21/4" and conveyance of all materials to site and 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
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}
S RADHAKRISHNAN (BID ID -1544138)
KRISHNAN NACHIYAPPAN (BID ID -1543932)
PR VAITHILINGAM (BID ID -1544444)
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