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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹60.6 L+₹7.5 L (14.0%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Kumaresan Contractor L1 | K.Sakthivel 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.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 806 | M3 | 162 ₹1,30,572 Lowest | 175 ₹1,41,050 |
| 2.00 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight 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 | 146.5 | M3 | 5,390 ₹7,89,635 Lowest | 5,500 ₹8,05,750 |
| 3.00 | Supplying, erecting centering for RCC Works with MS sheets including necessary supports for height (as mentioned below) using mild steel angles of size 25mmx25mmx3mm laid over country wood joists of size 10cmx6.50cm spaced at 90cm center to center and supported by casuarina props of 10cm to 13cm dia (Spaced at 90cm center to center) as directed for P.C.C. slab etc., complete as per standard specification | 3,182.5 | M2 | 525 ₹16,70,812.5 Lowest | 650 ₹20,68,625 |
| 4.00 | Plain Cement concrete in 1:2:4 (one cement , two sand and four aggregate) mix using 20mm ISS hard broken granite metal including cost and conveyance of all materials to work site and all labour charges etc., for mixing laying , consolidating,levelling and curring etc., complete Complying with Standard Specification as per TNDSS No.30&86 | 340.5 | M3 | 6,681 ₹22,74,880.5 Lowest | 7,500 ₹25,53,750 |
| 5.00 | Supplying and Fixing of Cuddapah Slab 40 mm thick at required size and shape at site directed by the Departmental officers., | 63 | M2 | 408 ₹25,704 Lowest | 500 ₹31,500 |
| 6.00 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) | 696 | M2 | 160 ₹1,11,360 Lowest | 200 ₹1,39,200 |
| 7.00 | 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 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 - a)In Foundation & Basement etc., | 20.5 | M3 | 7,984 ₹1,63,672 Lowest | 8,150 ₹1,67,075 |
| 8.00 | 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. | 1,645 | Kg | 92 ₹1,51,340 Lowest | 95 ₹1,56,275 |
| 9.00GST 18% | |||||
Tender Value
₹63.8 L
EMD Value
₹63,750
Closing Date
26 Feb 2026, 3:00 pmClosed
The Commissioner
The Commissioner, Harur Municipality, Harur
Construction of Storm Water Drain at 7th ward Ambethkar Nagar Puducolony Ward 10 Thilai Nagar and Ward No 5 Ambedkar Nagar Mennavar Colony in Harur Municipality
2026_MAWS_661014_1
001/2026/E1
Open Tender
Civil Works
Works
Harur Municipality
Construction of Storm Water Drain at 7th ward Ambethkar Nagar Puducolony Ward 10 Thilai Nagar and Ward No 5 Ambedkar Nagar Mennavar Colony in Harur Municipality
4 documents required · 4 mandatory
₹0
₹63,750
Harur Municipality
14 Mar 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
19 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.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 806 | M3 | - | - |
| 2 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight 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 | 146.5 | M3 | - | - |
| 3 | Supplying, erecting centering for RCC Works with MS sheets including necessary supports for height (as mentioned below) using mild steel angles of size 25mmx25mmx3mm laid over country wood joists of size 10cmx6.50cm spaced at 90cm center to center and supported by casuarina props of 10cm to 13cm dia (Spaced at 90cm center to center) as directed for P.C.C. slab etc., complete as per standard specification | 3,182.5 | M2 | - | - |
| 4 | Plain Cement concrete in 1:2:4 (one cement , two sand and four aggregate) mix using 20mm ISS hard broken granite metal including cost and conveyance of all materials to work site and all labour charges etc., for mixing laying , consolidating,levelling and curring etc., complete Complying with Standard Specification as per TNDSS No.30&86 | 340.5 | M3 | - | - |
| 5 | Supplying and Fixing of Cuddapah Slab 40 mm thick at required size and shape at site directed by the Departmental officers., | 63 | M2 | - | - |
| 6 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) | 696 | M2 | - | - |
| 7 | 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 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 - a)In Foundation & Basement etc., | 20.5 | M3 | - | - |
| 8 | 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. | 1,645 | Kg | - | - |
| 9 | GST 18% | - | - | - | - |
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