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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | L1 | Accepted-AOC - | |
| 2 | L2₹2.8 L+₹1,177.76 (0.42%)Rejected-Finance SF 216 1 DHANDAPANI 3 225 PULIAMTHOTTAM K KRISHNAPURAM KAMANAYAKAMPALAYAM 1831 PALLADAM | DINDIGUL | TAMIL NADU | 624001 | L2 | Rejected-Finance - | |
| 3 | L3₹2.8 L+₹1,463.54 (0.52%)Rejected-Finance 3 AGRAHARAM THIRUVELVIKUDI KUTHALAM POST MAYILADUTHURAI DISTRICT | L3 | Rejected-Finance - |
Tender Value
Refer Docs
EMD Value
₹3,500
Closing Date
11 Dec 2024, 3:00 pmClosed
Executive Officer
284,Main Road, Town Panchayat Office, Manalmedu.
Providing Borewell for Pappakudi 10000 Liter OHT
2024_DTP_508363_1
193 /2024 /A1
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Works
Manalmedu Town Panchayat
Enclosed
2 documents required · 2 mandatory
₹0
₹3,500
29 Mar 2025
6 Dec 2024
11 Dec 2024
6 Dec 2024
11 Dec 2024
6 Dec 2024
Amount
Plastering walls with cement mortar 1:5 (One cement five sand) 12mm thick in all floors and all exposed surfaces including cost and conveyance of materials to site and all labour charges,Curing etc completeand as directed by department officials..
Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris, putty, wherever required etc., complete complying with standard specification
Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140mm dia and then enlarging to 150mm dia bore by direct or reverse rotary mud circulation method using rotary rigs fuel, labour and drilling benonite and water required for drilling at site. Site will be shown by the Departmental officers including construction of mud pit..upto 60m depth ending below ground level
Upto 60 mt. Depth ending below ground level
Reaming 200/350mm dia pilot bore to 300mm dia bore as directed by the Departmental officers.
Upto 60 mt. Depth ending below ground level
Supply of the following casing pipes of ISI approved quality with wall thickness not less than 7.5mm to 8.5mm with PVC couplers and cement Paste etc. Complete and including packing the annular space with pebbles quality and size of pebbles and the PVC pipe should be approved by the departmental officer.
150mm dia OD PVC Plain casing Pipe (CS)
150mm dia OD PVC slot casing Pipe (RS)
150mm dia OD PVC end cap
Labour charges for inserting150 mm dia OD PVC casing pipes assembly. (with slots and without slots) in the drilled hole including jointing the pipes with PVC couplers with cement paste including supplying and packing of pebbles in anular spaces as approved by the Asst.Exe.Engineer.
Charges for developing the borewell with air compressor of 600CFM. Capacity (minimum 8 hours ) including transportation labour and fuel charges for compressor as directed by the Departmental Officers and conducting yield test by 'V' notch methods.
supplying and Delivery of G.I and P.V.C pipes medium as per IS 1239/PART/90 including cutting , threading and fixing charges as directed by the departmental officer.
32mm UPVC Pipe
150mm Dia Bore Cap
150mm MS Clamp Set
32mm Adopter
32x25 G.I Reducer Bend
25mm PVC Coupler
25mm PVC Adopter
25mm PVC Elbow
25mm UPVC Pipe
25mm PVC TEE
25mm Ball Valve
25x20mm PVC Reducer
25mm PVC Nipple
15mm PVC Tap
80 mm Gate valve
50 mm Gi pipe
65 mm Gi pipe
Paving the floor with design Antiskirt ceramic tiles (colour and shade as directed) of size 305 mm x 305mm x 6 mm in all floors over a base layer of cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 20mm thick laid in-situ and pointed with same coloured cement
S.Karthikeyan (BID ID -1206192)
INBANIDHI CONSTRUCTIONS (BID ID -1206325)
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