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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.5 LAccepted-AOC 1 56G AST PETROL BUNK ERODE BHAVANI PIRIVU ROAD RS SANKARI SALEM 637 302 | SANKARI | SALEM | TAMIL NADU | 637302 | L1 | Accepted-AOC ok | |
| 2 | L2₹22.5 L+₹1.1 L (4.99%)Rejected-Finance | L2 | Rejected-Finance Reject | |
| 3 | Rejected-Technical | - | Rejected-Technical Ineligible | |
| 4 | Rejected-Technical NO 1007 12TH SECTOR 78TH STREET KCEE MANASA APARTMENTS E BLOCK 3RD FLOOR K K NAGAR CH 600 078 | CHENNAI | CHENNAI | TAMIL NADU | 600078 | - | Rejected-Technical Ineligible | |
| 5 | Rejected-Technical | - | Rejected-Technical Ineligible |
| Sl No | Description | Qty | Unit | Sabari Construcions L2 | R Muthusamy and Company L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation in all soils and sub soils except hard rock not requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete as per standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10 | 459 | M3 | 180 ₹82,620 | 170 ₹78,030 Lowest |
| 2.00 | Plain Cement Concrete of mix 1 : 4 : 8 (One Cement Four sand Eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification.as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 54 | M3 | 5,400 ₹2,91,600 | 4,671 ₹2,52,234 Lowest |
| 3.00Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spaced at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86 | |||||
| 3.01 | Side wall | 1,074 | M2 | 400 ₹4,29,600 Lowest | 420 ₹4,51,080 |
| 3.02 | Culvert | 31 | M2 | 950 ₹29,450 | 841 ₹26,071 Lowest |
| 4.00 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) using 20mm 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,vibrating and curing etc. complete. Complying with std. specifications. | 203 | M3 | 6,200 ₹12,58,600 | 5,852 ₹11,87,956 Lowest |
| 5.00 | Providing Granolithic floor finish of the 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two 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) | 219 | M2 | 150 ₹32,850 | 140 ₹30,660 Lowest |
| 6.00 | 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 standards. (No separate payment will be made by the Department for the excess usage of materials) -Footing, Plinth beam, Tie beam/Lintel, Ground Floor Roof beam, salbs, Sloped roof beam and slabs.30 V, VI (S5) VII & 13 | 8 | M3 | 8,200 ₹65,600 | 7,249 ₹57,992 Lowest |
| 7.00 | Supplying fabricating and placing in position of steel rods usingTMT Tor Steel including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications. | 800 | Kg | 80 ₹64,000 | 78.99 ₹63,192 Lowest |
Tender Value
₹30 L
EMD Value
₹30,000
Closing Date
10 Sept 2026, 3:00 pmClosed
Executive Officer
panchayat Office street sulur
NNT 2025-26Construction of Strom Water Drain at Ward No. 18, Saraswathi Nagar to Vijayam Nagar in Sulur Town panchayat
2026_DTP_699892_1
481/2026
Open Tender
Civil Works
Works
90 days
Sulur Town Panchayat
as per norms
2 documents required · 2 mandatory
₹0
₹30,000
Sulur Town Panchayat
30 Sept 2026
31 Aug 2026
10 Sept 2026
31 Aug 2026
10 Sept 2026
31 Aug 2026
31 Aug 2026 - 2 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork excavation in all soils and sub soils except hard rock not requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete as per standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10 | 459 | M3 | - | - |
| 2 | Plain Cement Concrete of mix 1 : 4 : 8 (One Cement Four sand Eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification.as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 54 | M3 | - | - |
| 3Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spaced at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86 | |||||
| 3.01 | Side wall | 1,074 | M2 | - | - |
| 3.02 | Culvert | 31 | M2 | - | - |
| 4 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) using 20mm 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,vibrating and curing etc. complete. Complying with std. specifications. | 203 | M3 | - | - |
| 5 | Providing Granolithic floor finish of the 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two 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) | 219 | M2 | - | - |
| 6 | 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 standards. (No separate payment will be made by the Department for the excess usage of materials) -Footing, Plinth beam, Tie beam/Lintel, Ground Floor Roof beam, salbs, Sloped roof beam and slabs.30 V, VI (S5) VII & 13 | 8 | M3 | - | - |
| 7 | Supplying fabricating and placing in position of steel rods usingTMT Tor Steel including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications. | 800 | Kg | - | - |
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