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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC 16 5 KUMARASAMY STREET KALAIMAGAL SCHOOL ROAD ERODE | ₹1.8 Cr Quoted ₹1.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.0 Cr+₹10.1 L (5.34%)Rejected-Finance 2 E FRONT BLOCK 283 OLD NO 188 B P H ROAD KILPAUK CHENNAI 600010 | CHENNAI | TAMIL NADU | 600010 | ₹2.0 Cr+₹10.1 L (5.34%) | L2 | Rejected-Finance Highest price |
| Sl No | Description | Qty | Unit | vivek vijay and company L1 | R.Krishnamurthy & Co L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications.SS 20 B | 483 | M3 | 140 ₹67,620 Lowest | 160 ₹77,280 |
| 2.00 | Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. Complying with Standard Specifications as per SS 20 A MORTH 24 & 25 | 100 | M3 | 115 ₹11,500 Lowest | 130 ₹13,000 |
| 3.00 | Supplying and filling in foundation and basement with filling M sand in layers of not more than 15 cm thick well rammed consolidated etc. complete complying with standard specification and as directed. | 1.5 | M3 | 1,910 ₹2,865 Lowest | 1,950 ₹2,925 |
| 4.00 | Plain Cement Concrete 1:5:10 Mix (one part cement, Four part M sand and Eight part of aggrigate) using 40mm size ISS HBG metal machine crushed 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. | 225 | M3 | 5,685 ₹12,79,125 Lowest | 5,750 ₹12,93,750 |
| 5.00Supplying and erecting Centering for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC slabs, Rectanular beams, Lintels and Stair case waist slabs conopy etc., in all floors with all cross bracings using mi | |||||
| 5.10 | A) Footing,Plinth Beam. | 1,323 | M2 | 515 ₹6,81,345 Lowest | 525 ₹6,94,575 |
| 5.20 | B) Columns | 603 | M2 | 1,025 ₹6,18,075 Lowest | 1,060 ₹6,39,180 |
| 5.30 | C) Slab,Beam,Lintel,Sunshade. | 71 | M2 | 1,025 ₹72,775 Lowest | 1,055 ₹74,905 |
| 6.00Providing 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 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 - | |||||
| 6.10 | A ) Below Ground Level And upto Basement | 373 | M3 | 9,000 ₹33,57,000 Lowest | 9,040 ₹33,71,920 |
Tender Value
₹2.2 Cr
EMD Value
₹4.3 L
Closing Date
11 Feb 2026, 3:00 pmClosed
Executive officer
Annur Town Panchayat
Providing infrastructure facilities for Resource Recovery Park at survey No.598/4, 600/2A, 600/2B Sokkampalayam in Annur Town Panchayat.
2026_DTP_650477_1
54/2026/A1
Open Tender
Civil Works
Works
180 days
Annur Town Panchayat
as per norms
2 documents required · 2 mandatory
₹0
₹4.3 L
Annur Town Panchayat
20 Jun 2026
3 Feb 2026
11 Feb 2026
3 Feb 2026
11 Feb 2026
3 Feb 2026
3 Feb 2026 - 11 Feb 2026
5 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications.SS 20 B | 483 | M3 | - | - |
| 2 | Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. Complying with Standard Specifications as per SS 20 A MORTH 24 & 25 | 100 | M3 | - | - |
| 3 | Supplying and filling in foundation and basement with filling M sand in layers of not more than 15 cm thick well rammed consolidated etc. complete complying with standard specification and as directed. | 1.5 | M3 | - | - |
| 4 | Plain Cement Concrete 1:5:10 Mix (one part cement, Four part M sand and Eight part of aggrigate) using 40mm size ISS HBG metal machine crushed 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. | 225 | M3 | - | - |
| 5Supplying and erecting Centering for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC slabs, Rectanular beams, Lintels and Stair case waist slabs conopy etc., in all floors with all cross bracings using mi | |||||
| 5.1 | A) Footing,Plinth Beam. | 1,323 | M2 | - | - |
| 5.2 | B) Columns | 603 | M2 | - | - |
| 5.3 | C) Slab,Beam,Lintel,Sunshade. | 71 | M2 | - | - |
| 6Providing 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 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 - | |||||
| 6.1 | A ) Below Ground Level And upto Basement | 373 | M3 | - | - |
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