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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAccepted-AOC NO 2150 MOORTHI NAGAR KALAIYARKOIL SIVAGANGAI DISTRICT | ₹15.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.5 LRejected-Finance | ₹15.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹15.6 LRejected-Finance | ₹15.6 L | L3 | Rejected-Finance L3 |
| 4 | L4₹16.2 LRejected-Finance | ₹16.2 L | L4 | Rejected-Finance L4 |
| 5 | L5₹16.4 LRejected-Finance | ₹16.4 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | C.DHANABALAN L6 | D.VEERAPANDI L7 | VELLAISAMY MUTHUKUMAR L4 | MARI and CO L3 | SHASHI KUMAR L1 | S RADHAKRISHNAN L5 | KALIMUTHU KANNAN L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of 10000Litres Capacity OHT Tank of 7.50m Staging height and Borewell, motor in Kallivayal Keela Kudiruppu in Sirammam 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 | 27.38 | m3 | 224 ₹6,133.12 | 237.4 ₹6,500.01 | 224.21 ₹6,138.87 | 211.42 ₹5,788.68 | 211.82 ₹5,799.63 | 224.24 ₹6,139.69 | 212.61 ₹5,821.26 |
| 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 | 4.11 | m3 | 224 ₹920.64 | 237.4 ₹975.71 | 224.21 ₹921.50 | 211.42 ₹868.94 | 211.82 ₹870.58 | 224.24 ₹921.63 | 212.61 ₹873.83 |
| 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. | 4.11 | m3 | 2,067 ₹8,495.37 | 2,182.51 ₹8,970.12 | 2,061.26 ₹8,471.78 | 1,943.65 ₹7,988.40 | 1,947.28 ₹8,003.32 | 2,061.5 ₹8,472.77 | 1,954.56 ₹8,033.24 |
| 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. | 2.05 | m3 | 5,361 ₹10,990.05 | 5,659.81 ₹11,602.61 | 5,345.38 ₹10,958.03 | 5,040.38 ₹10,332.78 | 5,049.81 ₹10,352.11 | 5,346.01 ₹10,959.32 | 5,068.68 ₹10,390.79 |
| 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 | 4.29 | m3 | 8,555 ₹36,700.95 | 9,031.73 ₹38,746.12 | 8,529.96 ₹36,593.53 | 8,043.25 ₹34,505.54 | 8,058.3 ₹34,570.11 | 8,530.96 ₹36,597.82 | 8,088.41 ₹34,699.28 |
| 8.00 | 0m to 1.50m below GL | 1.03 | m3 | 8,555 ₹8,811.65 | 9,031.73 ₹9,302.68 | 8,529.96 ₹8,785.86 | 8,043.25 ₹8,284.55 | 8,058.3 ₹8,300.05 | 8,530.96 ₹8,786.89 | 8,088.41 ₹8,331.06 |
| 9.00 | Above Gl and Upto 4.50m Height | 2.11 | m3 | 8,675 ₹18,304.25 | 9,158.69 ₹19,324.84 | 8,649.87 ₹18,251.23 | 8,156.32 ₹17,209.84 | 8,394.73 ₹17,712.88 | 8,887.12 ₹18,751.82 | 8,426.09 ₹17,779.05 |
| 10.00 | 4.50 m to 7.32 m above GL | 2.32 | m3 | 8,912 ₹20,675.84 | 9,408.79 ₹21,828.39 | 8,886.08 ₹20,615.71 | 8,379.05 ₹19,439.40 | 8,394.73 ₹19,475.77 | 8,887.12 ₹20,618.12 | 8,426.09 ₹19,548.53 |
Tender Value
₹20 L
EMD Value
₹20,000
Closing Date
12 Feb 2026, 3:00 pmClosed
Block Development Officer Kalaiyar koil
Block Development Officer Kalaiyar koil
Construction of 10000Litres Capacity OHT Tank of 7.50m Staging height and Borewell, motor in Kallivayal Keela Kudiruppu in Sirammam Panchayat
2026_RDTN_650849_1
Construction of 10000Litres Capacity OHT Tank of 7.50m Staging height and Borewell, motor in Kalliv
Open Tender
Civil Works
90 days
Kalaiyar koil
refer tender notice
3 documents required · 3 mandatory
₹0
₹20,000
Yes
25 Feb 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
Construction of 10000Litres Capacity OHT Tank of 7.50m Staging height and Borewell, motor in Kallivayal Keela Kudiruppu in Sirammam 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
Above Gl and Upto 4.50m Height
4.50 m to 7.32 m above GL
7.32 m to 10.98 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
Plain Surface
Below G.L and upto 3.30m ht above GL
From 3.30m to 4.30m ht above GL
From 6.31m . to 7.30m
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 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 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 Pumping Main Line
Supply and Delivery ,Laying and Jointing of 63 mm 6 KSC Pvc pipe incuding earth work and Refilling Pipe Linr
Providing Distribution Line
Supply and Delivery ,Laying and Jointing of 63 mm 4 KSC Pvc pipe incuding earth work and Refilling Pipe Linr
New Borewell
Drilling of 150mm dia borewell in alluvial soil strata by direct and circulation method using Rotary ring including transporting of rig supporting vechicle from one place to another place 150mm dia pilot bore well
0 to 60m G.L
60 to 90m G.L
Supply and delivery of following PVC casing pipes and specials with ISI Marking
150 mm OD PVC plain casing pipes
150 mm OD PVC Slotted casing pipes
150 mm OD PVC Threaded end cap
Reaming 150mm borewell to 300mm borewell
0 to 60m from G.L level
60 to 90m G.L
Labour charges for Inserting PVC casing pipes in the drilled holed hole filling the annular space with pebbles of size 4 to 6 mm and quality approved by the officers
Charges for developing the borewell with air compressor of 600 cfm capacity including transportation, fuel, labour etc and assertaining the yield or borewell by V notch method and as directed officer
Dust Proof power coated MV Two HP Panel Board of 18 SWG MS Sheet and MS angle iron frame work with hinged front doors and fixed sides with locking arrangement, Provision for cable entry and twin earthing complete as per IE Rules and Also with the Following (Three Phase DOL Panel Board 2.0 HP
Supply & Delivery of in Submersible pumpset of discharge 30 x 90 ipm against a total head of 90 m suitable for Borewell conforming to IS 8034/2002 and as amended from time to time with ISI mark with all accessories and suitaple panel Boards 2.00 HP Motor
Labour charges for the erection of submersible pumpset
Supply & delivery of 2.50 Sqmm PVC Copper Flat Submersible Cable
32 mm dia UPVC Pipe
32mm GI COUPLING
32mm GM Gate valve
32mm GI Elbow
50mm GI Flage Set
50mm MS Clampset
150mm MS Bore Cover
Supply and run of 2 of 1.5sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade on 7/20 GI bearer wire for service connection mains
Supply and run of 2 x 1.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in 25mm dia GI pipe (Class 'B') suitably bent at both ends with necessary angle iron upright and end supports for mains
Supply and fixing of 3 Nos. 5A (3 pin and 2 pin) combined flush type wall socket with control switches concealed in suitable TW box covered with hylem sheet in flush with wall with earth connection (for computer plug socket))
Supply and delivery of Ms Kiosk of size 0.75m X 0.45m X 0.75m made up of MS angle of size 50mm X 50mmX 4mm Alround covered with 16 Gauge MS sheet And Kiosk door made up of MS plates of size 25mm X 3mm Including cutting welding grinding locking arrangements TWAD
Conversance and fixing of the Kisok over the pedestal and accessories
kisok board
Earthwork excavation in all classes of soil such as hard stiff clay. Stiff block hard red earth shales, murram, gravel, stoney earth expect hard rock requiring blassing and depositing on bank with all leads and lifts and all incidental charges such as storing shuddering and balling out water in Necessary etc., completed for foundation as SS 20B.
Filling with clear river sand in foundation including cost and conveyance to site and labour charges for watering ramming and all other incidental charges etc., complete.
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost and Conveyance of all materials to site including cost of cement and all other incidental charges etc. ,complete.
Brick work in cement mortar 1:5 mix using country bricks 83/4"x41/4"x2" and conveyance of all materials to site and all labour charges etc complete
Plastering in cement mortar 1:5 mix, 12mm thick including cost and conveyance of all materials to site and all labour charges etc., complete
Providing Fencing
Earthwork excavation in all classes of soil such as hard stiff clay. Stiff block hard red earth shales, murram, gravel, stoney earth expect hard rock requiring blassing and depositing on bank with all leads and lifts and all incidental charges such as storing shuddering and balling out water in Necessary etc., completed for foundation as SS 20B.
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost and Conveyance of all materials to site including cost of cement and all other incidental charges etc. ,complete.
CC 1:2:4 mix with 20mm ISS metal including cost and conveyance of all materials and other labour charges etc., complete
Cut Stone Pillar of size 0.15 x 0.15 x 2.1m
Chain Link - 2" x 2" using 10 Gauge Galvanised Iron wire ( of all Sizes
Painting two coats with Emulsion Paint over the one coat of Priming coat including cost and conveyance and all labour charges etc complet
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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