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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.4 L+₹741 (0.17%)Admitted-Fee/PreQual/Technical/Finance | ₹4.4 L+₹741 (0.17%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SAMPATH JAYARAMAN L1 | RKS Construction L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 57 | 1 cum (One cubic meter) | 257 ₹14,649 Lowest | 270 ₹15,390 |
| 2.00 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight 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 specification | 3 | 1 cum (One cubic meter) | 5,635.97 ₹16,907.91 Lowest | 5,635.97 ₹16,907.91 Lowest |
| 3.00 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 18 | 1 cum (One cubic meter) | 7,009.17 ₹1,26,165.06 Lowest | 7,009.17 ₹1,26,165.06 Lowest |
| 4.00 | Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. | 60 | 1 cum (One cubic meter) | 263.79 ₹15,827.4 Lowest | 263.79 ₹15,827.4 Lowest |
| 5.00 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | 133 | 1 Sqm (One square meter) | 489.02 ₹65,039.66 Lowest | 489.02 ₹65,039.66 Lowest |
| 6.00 | Providing and laying in position Standardised Concrete Mix M-25 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 350Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. | 4 | 1 cum (One cubic meter) | 8,792.26 ₹35,125.08 Lowest | 8,792.26 ₹35,125.08 Lowest |
| 7.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 299.62 | 1 kg (One Kilo gram) | 91.86 ₹27,523.55 Lowest | 91.86 ₹27,523.55 Lowest |
| 8.00 | Drilling of borewells any where in Tamilnadu including transportation from one place to another within the above Districts in alluvial soil or sedimentary strata of clay and sand stone, shale, pebbles boulders etc. By first taking a pilot bore of 140mm / 150mm dia and then enlarging to required dia by direct or reverse rotary mud, circulation method, using Rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site. Site will be shown by the TWAD Board officers including construction of mud pit. | 25 | 1 Rm (One Running meter) | 666.13 ₹16,653.25 Lowest | 666.13 ₹16,653.25 Lowest |
| 9.00 | Supply and fixing of 200 mm Dia PVC Slotted PVC Pipe including cost and conveyance of all labour and all material charges etc | 25 | 1 Rm (One Running meter) | 765.3 ₹19,132.5 Lowest | 765.3 ₹19,132.5 Lowest |
| 10.00 | Supply and fixing of 200 mm Dia PVC End Cap including cost and conveyance of all labour and all material charges etc | 10 | 1 Rm (One Running meter) | 201.3 ₹2,013 Lowest | 201.3 ₹2,013 Lowest |
Tender Value
₹5.3 L
EMD Value
₹5,300
Closing Date
27 Aug 2026, 3:00 pmClosed
Executive Officer
Executive Officer Valavanur town panchayat
Providing of New Recharge Structure at Various places Of Ward No3 Naraiyur Pathai (2Nos),Ward No04 Naraiyur Santhu OOral Kuttai Street Ward No05 Kummarakuppam Colony 2NosWard No07 Thottakar streetWad No09 VThottWard No11 Cuddalore
2026_DTP_697089_3
381/2026/A1
Open Tender
Civil Works
Works
60 days
VALAVANUR
Providing of New Recharge Structure at Various places Of Ward No3 Naraiyur Pathai (2Nos),Ward No04 Naraiyur Santhu OOral Kuttai Street Ward No05 Kummarakuppam Colony 2NosWard No07 Thottakar streetWad No09 VThottWard No11 Cuddalore
2 documents required · 2 mandatory
₹1
Yes
₹5,300
27 Aug 2026
22 Aug 2026
27 Aug 2026
22 Aug 2026
27 Aug 2026
22 Aug 2026
22 Aug 2026 - 27 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 57 | 1 cum (One cubic meter) | 1,467 | ₹83,618.81 |
| 2 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight 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 specification | 3 | 1 cum (One cubic meter) | 1,467 | ₹4,400.99 |
| 3 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 18 | 1 cum (One cubic meter) | - | - |
| 4 | Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. | 60 | 1 cum (One cubic meter) | - | - |
| 5 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | 133 | 1 Sqm (One square meter) | 1,467 | ₹1,95,110.56 |
| 6 | Providing and laying in position Standardised Concrete Mix M-25 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 350Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. | 4 | 1 cum (One cubic meter) | - | - |
| 7 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 299.63 | 1 kg (One Kilo gram) | - | - |
| 8 | Drilling of borewells any where in Tamilnadu including transportation from one place to another within the above Districts in alluvial soil or sedimentary strata of clay and sand stone, shale, pebbles boulders etc. By first taking a pilot bore of 140mm / 150mm dia and then enlarging to required dia by direct or reverse rotary mud, circulation method, using Rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site. Site will be shown by the TWAD Board officers including construction of mud pit. | 25 | 1 Rm (One Running meter) | 1,467 | ₹36,674.92 |
| 9 | Supply and fixing of 200 mm Dia PVC Slotted PVC Pipe including cost and conveyance of all labour and all material charges etc | 25 | 1 Rm (One Running meter) | - | - |
| 10 | Supply and fixing of 200 mm Dia PVC End Cap including cost and conveyance of all labour and all material charges etc | 10 | 1 Rm (One Running meter) | - | - |
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