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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.7 LAccepted-AOC KAYATHAR TAMIL NADU | ₹23.7 L | L1 | Accepted-AOC Accepted |
| 2 | Rejected-Technical 15A2 1 INTUC 5 SANKARANKOVIL ROAD RAJAPALAYAM TALUK VIRUDHUNAGAR DISTRICT 626 117 | VIRUDHUNAGAR | TAMIL NADU | 626117 | - | - | Rejected-Technical SlNo_7,12 Not enclosed |
| Sl No | Description | Qty | Unit | DPS CONSTRUCTIONS L1 |
|---|---|---|---|---|
| 1.00 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24). | 79 | Cum | 260 ₹20,540 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Part of Cement, Four part of Fine Aggregate and Eight part of Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 9 | Cum | 5,500 ₹49,500 Lowest |
| 3.00Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 | ||||
| 3.01 | A) WITH STRUTTING ( RCC Work) | 100 | Sqm | 1,080 ₹1,08,000 Lowest |
| 4.00 | Supplying, fabricating and placing in position mild steel or TMT rods for all reinforced cement concrete works as per design given including cost of steel and binding wire with all conveyance and lead charges in all floors etc.complete complying with standard specifications and as directed by the deparmental engineers. TNBP No:30 | 1,200 | Kg | 91 ₹1,09,200 Lowest |
| 5.00 | Reinforced Cement Concrete 1:1.5:3 mix (One cement and One and a half Fine Aggregate and Three Coarse Aggregate) Using 20mm ISS HBG metal including all cost conveyance of materials and labour charges for curing,finishing but excluding centering,shuttering and cost of reinforcement grills, including vibrating charges etc. complete as per standard specification and as directed by departmental Engineers(TNBP No.30). | 11.5 | Cum | 8,550 ₹98,325 Lowest |
| 6.00 | Supplying and Filing in foundation and basement with Filling well Gravel in layers of not more than 15cm thick well rammed,watered consolidated including cost and conveyance of materials and labour charges etc., complete as per Standard Specification and as directed by departmental Engineers(TNBP No.24&25). | 30 | Cum | 335 ₹10,050 Lowest |
| 7.00 | Random Rubble Masonry using CM 1:5 (One part of cement & five parts of sand) mix using rough stones and bond stones for foundation and basement and including pointing above G.L including cost and conveyance of materials to work site and including all labour charges for mixing, laying, curing the concrete etc., complete as per standard specifications and as directed by departmental Engineers.TNBP No:35H | 63 | Cum | 5,790 ₹3,64,770 Lowest |
| 8.00 | Brick work in following Cement Mortar using best quality Burnt Clay Brick of size 9” x 4 1/2” x 3” with class designation of 12.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | 33 | Cum | 7,530 ₹2,48,490 Lowest |
| 9.00 | Plastering with cement mortar 1:5(One Cement and Five Sand) 12 mm thick complying with water proof compounded with standard specification. | 303 | Sqm | 280 ₹84,840 Lowest |
Tender Value
Refer Docs
EMD Value
₹35,000
Closing Date
13 Aug 2026, 3:00 pmClosed
EXECUTIVE OFFICER
TOWN PANCHAYAT OFFICE, KALUGUMALAI -628552
SDRF 2026-27 - Providing 10 New Deep Borewells with Pump Room Arrangements in Kalugumalai Town Panchayat
2026_DTP_691703_1
191-2026
Open Tender
Civil Works
Works
90 days
KALUGUMALAI
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹35,000
KALUGUMALAI
20 Aug 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24). | 79 | Cum | - | - |
| 2 | Plain Cement Concrete 1:4:8 mix (One Part of Cement, Four part of Fine Aggregate and Eight part of Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 9 | Cum | - | - |
| 3Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 | |||||
| 3.01 | A) WITH STRUTTING ( RCC Work) | 100 | Sqm | - | - |
| 4 | Supplying, fabricating and placing in position mild steel or TMT rods for all reinforced cement concrete works as per design given including cost of steel and binding wire with all conveyance and lead charges in all floors etc.complete complying with standard specifications and as directed by the deparmental engineers. TNBP No:30 | 1,200 | Kg | - | - |
| 5 | Reinforced Cement Concrete 1:1.5:3 mix (One cement and One and a half Fine Aggregate and Three Coarse Aggregate) Using 20mm ISS HBG metal including all cost conveyance of materials and labour charges for curing,finishing but excluding centering,shuttering and cost of reinforcement grills, including vibrating charges etc. complete as per standard specification and as directed by departmental Engineers(TNBP No.30). | 11.5 | Cum | - | - |
| 6 | Supplying and Filing in foundation and basement with Filling well Gravel in layers of not more than 15cm thick well rammed,watered consolidated including cost and conveyance of materials and labour charges etc., complete as per Standard Specification and as directed by departmental Engineers(TNBP No.24&25). | 30 | Cum | - | - |
| 7 | Random Rubble Masonry using CM 1:5 (One part of cement & five parts of sand) mix using rough stones and bond stones for foundation and basement and including pointing above G.L including cost and conveyance of materials to work site and including all labour charges for mixing, laying, curing the concrete etc., complete as per standard specifications and as directed by departmental Engineers.TNBP No:35H | 63 | Cum | - | - |
| 8 | Brick work in following Cement Mortar using best quality Burnt Clay Brick of size 9” x 4 1/2” x 3” with class designation of 12.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | 33 | Cum | - | - |
| 9 | Plastering with cement mortar 1:5(One Cement and Five Sand) 12 mm thick complying with water proof compounded with standard specification. | 303 | Sqm | - | - |
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