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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.8 LAccepted-AOC | ₹20.8 L | L1 | Accepted-AOC accepted |
| 2 | L2₹21.4 L+₹62,335.60 (3.00%)Rejected-Finance | ₹21.4 L+₹62,335.60 (3.00%) | L2 | Rejected-Finance rejected |
| Sl No | Description | Qty | Unit | B.SIVASANKAR L2 | C.DURAIPANDIAN 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.20B). | 43 | M3 | 264.5 ₹11,373.5 | 256.8 ₹11,042.4 Lowest |
| 2.00 | Plain Cement Concrete 1:5:10 (one part of cement, five part of Crushed Stone Sand (M- Sand) and Ten part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification5 | 8 | M3 | 5,633.74 ₹45,069.92 | 5,469 ₹43,752 Lowest |
| 3.00 | Supplying, fabricating and placing in position mild steel or ribbed tor steel 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 | 1,430 | Kgs | 95.76 ₹1,36,936.8 | 92.97 ₹1,32,947.1 Lowest |
| 4.00 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456-2000 Using 20mm and down grade hard broken granite Stone jelly for all RCC items of works with mimimum cement contenet of 325 kg /cum and maximum water cement ratio of 0.55 incluting admixtur (plasticier /super plasticiser ) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workabillity without imparing strength and durabillity with about (5.0cum), 7730kg of 20mm machine crushed stone jelly and with about (3.3cum),5156 kg of 10- 12mm machine crushed stone jelly and with about (4.79 cum) 7670kg of sand but excluting cost of reinforcedment grill and fabricating charges centering and shuttering but incluting laying vibrating with machine vibrating ,finishing ,curring ,etc,,and providing fixtures like fan clamps in the RCC Floor /roof slabs wherever necessary without claiming extra cost etc., compete complying with standard specificaton and as directed by the departmental officer -The Coarse and Fine aggregates to be used should comply with the requirements of IS Standards. (No separate payments will be made by the depatment for the excess usage of materials ) | 13 | M3 | 8,397.8 ₹1,09,171.4 | 8,153.2 ₹1,05,991.6 Lowest |
| 5.00 | Supplying 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. i) Square Colomn | 27 | M2 | 642.1 ₹17,336.7 | 623.4 ₹16,831.8 Lowest |
| 5.10 | ii) Plain Surface | 46 | M2 | 707.4 ₹32,540.4 | 686.8 ₹31,592.8 Lowest |
| 6.00 | Brick Work in Cement Mortor 1:5 Mix (one cement, five sand) using new best II Class Bricks of size 83/4" x 41/4" x 23/4" from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing, laying and curing etc., complete. Complying with std. specifications. | 9 | M3 | 6,609.46 ₹59,485.14 | 6,416.95 ₹57,752.55 Lowest |
| 7.00 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 14 | M3 | 329.55 ₹4,613.7 | 319.95 ₹4,479.3 Lowest |
| 8.00 | Collection supply and filling of Stone Dust of approved quarry including cost and Conveyance of all materials to site and all labor charges for filling etc., Complete. | 5 | M3 | 212.02 ₹1,060.1 | 205.84 ₹1,029.2 Lowest |
| 9.00 | Plastering in Cement Mortor 1:5 Mix (one cement, five sand) 12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications. | 95 | M2 | 296.69 ₹28,185.55 | 288.05 ₹27,364.75 Lowest |
Tender Value
₹25 L
EMD Value
₹25,000
Closing Date
7 Sept 2026, 3:00 pmClosed
EXECUTIVE OFFICER, S.KODIKULAM TOWN PANCHAYAT
EXECUTIVE OFFICER, S.KODIKULAM TOWN PANCHAYAT
Construction of 1000 Liters Capacity Industrial Model Reverse Osmosis Water-Cum-Purifier at Ward NO 2 Eswaari Amman Kovil Street,Ward No 4 Ammachiyaramman Colony and Ward No 8 Bharathiyar Colony In S.Kodikulam Town Panchayat
2026_DTP_699294_1
119/2026 WARD 2,4,8 RO RS 25.00
Open Tender
Civil Works
Works
90 days
EXECUTIVE OFFICER, S.KODIKULAM TOWN PANCHAYAT
2nd class
2 documents required · 2 mandatory
₹0
₹25,000
Yes
EXECUTIVE OFFICER, S.KODIKULAM TOWN PANCHAYAT
15 Sept 2026
29 Aug 2026
7 Sept 2026
29 Aug 2026
7 Sept 2026
29 Aug 2026
3 Sept 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.20B). | 43 | M3 | - | - |
| 2 | Plain Cement Concrete 1:5:10 (one part of cement, five part of Crushed Stone Sand (M- Sand) and Ten part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification5 | 8 | M3 | - | - |
| 3 | Supplying, fabricating and placing in position mild steel or ribbed tor steel 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 | 1,430 | Kgs | - | - |
| 4 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456-2000 Using 20mm and down grade hard broken granite Stone jelly for all RCC items of works with mimimum cement contenet of 325 kg /cum and maximum water cement ratio of 0.55 incluting admixtur (plasticier /super plasticiser ) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workabillity without imparing strength and durabillity with about (5.0cum), 7730kg of 20mm machine crushed stone jelly and with about (3.3cum),5156 kg of 10- 12mm machine crushed stone jelly and with about (4.79 cum) 7670kg of sand but excluting cost of reinforcedment grill and fabricating charges centering and shuttering but incluting laying vibrating with machine vibrating ,finishing ,curring ,etc,,and providing fixtures like fan clamps in the RCC Floor /roof slabs wherever necessary without claiming extra cost etc., compete complying with standard specificaton and as directed by the departmental officer -The Coarse and Fine aggregates to be used should comply with the requirements of IS Standards. (No separate payments will be made by the depatment for the excess usage of materials ) | 13 | M3 | - | - |
| 5 | Supplying 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. i) Square Colomn | 27 | M2 | - | - |
| 5.1 | ii) Plain Surface | 46 | M2 | - | - |
| 6 | Brick Work in Cement Mortor 1:5 Mix (one cement, five sand) using new best II Class Bricks of size 83/4" x 41/4" x 23/4" from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing, laying and curing etc., complete. Complying with std. specifications. | 9 | M3 | - | - |
| 7 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 14 | M3 | - | - |
| 8 | Collection supply and filling of Stone Dust of approved quarry including cost and Conveyance of all materials to site and all labor charges for filling etc., Complete. | 5 | M3 | - | - |
| 9 | Plastering in Cement Mortor 1:5 Mix (one cement, five sand) 12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications. | 95 | M2 | - | - |
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