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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAdmitted-Fee/PreQual/Technical/Finance NO 7 MUTHAMIZ STREET AAM NAGAR DV PURAM PONNERI TALUK TIRUVALLUR 601204 | PONNERI | TIRUVALLUR | TAMIL NADU | 601204 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.4 L+₹96,174 (17.8%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.0 L+₹1.6 L (29.8%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | V KUMAR L1 | U.SALEEM L3 | SMV TRADERS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling the Existing Brick work in CM 1:5 (one cement & five sand) using II class ground moulded bricks of size 9"X43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT | 23 | 1M3 ( One Cubic Metre ) | 77.5 ₹1,782.5 Lowest | 520 ₹11,960 | 300 ₹6,900 |
| 2.00 | 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 m3 | 55 | 1M3 ( One Cubic Metre ) | 120 ₹6,600 | 132 ₹7,260 | 100 ₹5,500 Lowest |
| 3.00 | Supplying and filling in foundation and basement with filling M sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification. | 10 | 1M3 ( One Cubic Metre ) | 1,589 ₹15,890 | 1,828 ₹18,280 | 1,500 ₹15,000 Lowest |
| 4.00 | Plain Cement Concrete 1:4:8 mix Using 40mm ISS HBG metal including all cost conveyance of materials and labour charges etc. complete as per standard specification | 10 | 1M3 ( One Cubic Metre ) | 4,503 ₹45,030 | 5,188 ₹51,880 | 3,500 ₹35,000 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 a)Mat | 17 | 1M2 ( One Square Metre ) | 318 ₹5,406 | 268 ₹4,556 Lowest | 300 ₹5,100 |
| 6.00 | 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 b)sidewall | 204 | 1M2 ( One Square Metre ) | 368 ₹75,072 | 451 ₹92,004 | 300 ₹61,200 Lowest |
| 7.00 | 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 c) Culvert slab Bottom | 7 | 1M2 ( One Square Metre ) | 445 ₹3,115 Lowest | 652 ₹4,564 | 500 ₹3,500 |
| 8.00 | Providing and laying in position Standardised Concrete Mix M-20 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 325Kg/ 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 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 staandards. (No separate payment will be made by the Department for the excess usage of materials) | 29 | 1M3 ( One Cubic Metre ) | 6,200 ₹1,79,800 | 8,909 ₹2,58,361 | 5,700 ₹1,65,300 Lowest |
| 9.00 | 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. | 1,741 | 1kg ( One Kilo gram ) | 70.5 ₹1,22,740.5 | 91.86 ₹1,59,928.26 | 70 ₹1,21,870 Lowest |
| 10.00 | Removal of Excavated Excess Earth away from the site to 2K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 33 | 1M3 ( One Cubic Metre ) | 70 ₹2,310 Lowest | 103.2 ₹3,405.6 | 70 ₹2,310 Lowest |
Tender Value
₹8.4 L
EMD Value
₹8,400
Closing Date
15 Sept 2026, 3:00 pmClosed
Commissioner Ponneri Municipality
MUNICIPAL OFFICE PONNERI
Construction of Storm water drain at Nadar Rice Mill Road in ward No19 at Ponneri Municipality
2026_MAWS_698225_9
864/2024/E1
Open Tender
Civil Works
Works
30 days
MUNICIPAL OFFICE PONNERI
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹8,400
29 Sept 2026
26 Aug 2026
15 Sept 2026
26 Aug 2026
15 Sept 2026
26 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the Existing Brick work in CM 1:5 (one cement & five sand) using II class ground moulded bricks of size 9"X43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT | 23 | 1M3 ( One Cubic Metre ) | - | - |
| 2 | 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 m3 | 55 | 1M3 ( One Cubic Metre ) | - | - |
| 3 | Supplying and filling in foundation and basement with filling M sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification. | 10 | 1M3 ( One Cubic Metre ) | - | - |
| 4 | Plain Cement Concrete 1:4:8 mix Using 40mm ISS HBG metal including all cost conveyance of materials and labour charges etc. complete as per standard specification | 10 | 1M3 ( One Cubic Metre ) | - | - |
| 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 a)Mat | 17 | 1M2 ( One Square Metre ) | - | - |
| 6 | 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 b)sidewall | 204 | 1M2 ( One Square Metre ) | - | - |
| 7 | 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 c) Culvert slab Bottom | 7 | 1M2 ( One Square Metre ) | - | - |
| 8 | Providing and laying in position Standardised Concrete Mix M-20 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 325Kg/ 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 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 staandards. (No separate payment will be made by the Department for the excess usage of materials) | 29 | 1M3 ( One Cubic Metre ) | - | - |
| 9 | 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. | 1,741 | 1kg ( One Kilo gram ) | - | - |
| 10 | Removal of Excavated Excess Earth away from the site to 2K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 33 | 1M3 ( One Cubic Metre ) | - | - |
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