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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹1.7 Cr+₹8.6 L (5.32%)Rejected-AOC | ₹1.7 Cr+₹8.6 L (5.32%) | L2 | Rejected-AOC L2 BIDDER |
| 3 | Not Admitted-Fee/PreQual/Technical 2026 3RD STREET BALAJI NAGAR AMBATTUR CHENNAI 53 | CHENNAI | CHENNAI | TAMIL NADU | 600053 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical NO 2 MANIKANDAPURAM THIRUMULLAIVOYAL CHENNAI 600062 | THIRUVALLUR | TAMIL NADU | 600062 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | JAI SAKTHI CONSTRUCTIONS L2 | RK Brothers Engineering Works L1 |
|---|---|---|---|---|---|
| 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. | 4,095.85 | Cum | 112 ₹4,58,735.59 | 107 ₹4,38,256.32 Lowest |
| 2.00 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 20.28 | Cum | 1,868 ₹37,883.04 | 1,774 ₹35,976.72 Lowest |
| 3.00 | 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 | 37.42 | Cum | 5,930 ₹2,21,894.67 | 5,631 ₹2,10,706.39 Lowest |
| 4.00 | 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 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 - | 103.34 | Cum | 9,373 ₹9,68,612.1 | 8,900 ₹9,19,731.96 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 | 708.4 | Sqm | 1,516 ₹10,73,928.34 | 1,439 ₹10,19,381.84 Lowest |
| 6.00 | 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. | 6,200.44 | Kgs | 98 ₹6,07,643.14 | 93 ₹5,76,640.94 Lowest |
| 7.00 | Supplying and erecting centering for sides and soffits including supports and strutting upto 3m hight for plane surface such as RCCslab, rectangular beams,etc,. | 17.99 | Sqm | 1,263 ₹22,716.82 | 1,199 ₹21,565.69 Lowest |
| 8.00 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT | 39.33 | Cum | 8,082 ₹3,17,860.6 | 7,674 ₹3,01,814.18 Lowest |
| 9.00 | Plastering with cement mortar 1:4 (One part of Cement and Four part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 405.15 | Sqm | 322 ₹1,30,457.17 | 306 ₹1,23,974.83 Lowest |
| 10.00 | Plastering with cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 10mm thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 17.41 | Sqm | 365 ₹6,353.99 | 347 ₹6,040.65 Lowest |
Tender Value
₹2 Cr
EMD Value
₹2 L
Closing Date
13 Mar 2026, 3:00 pmClosed
THE COMMISSIONER
AVADI CITY MUNICIPAL CORPORATION AVADI
Development of New Sponge Park in Kanakkankuttai, Thirumullaivoyal
2026_MAWS_673499_1
Roc No.6185/2025/E1_4
Open Tender
Civil Works
Fixed-rate
180 days
Ward no.28
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹2 L
28 Aug 2026
11 Mar 2026
13 Mar 2026
11 Mar 2026
13 Mar 2026
11 Mar 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. | 4,095.85 | Cum | - | - |
| 2 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 20.28 | Cum | - | - |
| 3 | 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 | 37.42 | Cum | - | - |
| 4 | 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 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 - | 103.34 | Cum | - | - |
| 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 | 708.4 | Sqm | - | - |
| 6 | 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. | 6,200.44 | Kgs | - | - |
| 7 | Supplying and erecting centering for sides and soffits including supports and strutting upto 3m hight for plane surface such as RCCslab, rectangular beams,etc,. | 17.99 | Sqm | - | - |
| 8 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT | 39.33 | Cum | - | - |
| 9 | Plastering with cement mortar 1:4 (One part of Cement and Four part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 405.15 | Sqm | - | - |
| 10 | Plastering with cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 10mm thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 17.41 | Sqm | - | - |
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