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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.6 LAccepted-AOC | 1 | Accepted-AOC Lowest Tender | |
| 2 | 2₹11.0 L+₹39,924.46 (3.77%)Rejected-AOC 1 56G AST PETROL BUNK ERODE BHAVANI PIRIVU ROAD RS SANKARI SALEM 637 302 | SANKARI | SALEM | TAMIL NADU | 637302 | 2 | Rejected-AOC Highest Tender | |
| 3 | 3₹12.4 L+₹1.9 L (17.6%)Rejected-AOC JAISALMER RAJASTHAN 345001 INDIA UDYAM RJ 18 0001538 | JAISALMER | RAJASTHAN | 345001 | 3 | Rejected-AOC Highest Tender |
| Sl No | Description | Qty | Unit | RAMESH AND CO L3 | V RAMASAMY L1 | R Muthusamy and Company 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. | 238 | Cum | 197 ₹46,886 | 168.1 ₹40,007.8 | 166 ₹39,508 Lowest |
| 2.00 | Cement Concrete 1:4:8 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means | 24 | Cum | 5,619 ₹1,34,856 | 4,776.5 ₹1,14,636 Lowest | 5,085 ₹1,22,040 |
| 3.10 | Supplying and errecting steel centering to sides and soffits including supports and strutting for side wall sides and culvert body wall sides using M.S Sheets of size 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 spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete Complying with Standard Specification as per TNDSS No.30&86 (For Drain,Deck slab & Retainingwall)
A) Below 1.00m ht. | 478 | Sqm | 489 ₹2,33,742 | 415.6 ₹1,98,656.8 | 410 ₹1,95,980 Lowest |
| 3.20 | B) Above 1.00m ht. | 12 | Sqm | 978 ₹11,736 | 831.3 ₹9,975.6 | 820 ₹9,840 Lowest |
| 4.00 | Vibrated Plain Cement Concrete 1:2:4 Mix (one part of cement, three part sand and six part of aggrigate) using 20 mm size ISS HBG metal 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 Standard Specification as per TNDSS No.30 & 86 | 64 | Cum | 7,090 ₹4,53,760 | 6,027 ₹3,85,728 | 5,963 ₹3,81,632 Lowest |
| 5.00 | Supplying fabricating and placing in position of steel rods using TMT. or Ribbed Tor Steel including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications. | 280 | Kg | 91 ₹25,480 | 78 ₹21,840 Lowest | 79.02 ₹22,125.6 |
| 6.00 | Providing and laying in position, standardised concrete Mix M-25 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, 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 requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials) | 3.5 | Cum | 8,718 ₹30,513 | 7,410.9 ₹25,938.15 | 7,000 ₹24,500 Lowest |
| 7.00 | Finishing the top of flooring with granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS metal to 25mm thick including cost and conveyance of all materials to site and all labour charges for mixing, laying, curing etc complete | 95 | Sqm | 168 ₹15,960 | 143.4 ₹13,623 Lowest | 143.54 ₹13,636.3 |
| 8.10 | RCC non pressure spun pipe NP2 450mm Dia with socket and spigot ends as per IS 458/2003 manufactured with sulphate resistant cement with 12 mm HI -alumina lining with rubber ring joints. including cost and conveyance of all materials to site and all labour charges for mixing, laying, curing etc complete.,
A) NP2 450mm Dia | 25 | Meter | 1,722 ₹43,050 | 1,463.9 ₹36,597.5 Lowest | 1,463.95 ₹36,598.75 |
| 8.20 | B) NP2 300mm Dia | 146 | Meter | 955 ₹1,39,430 | 813 ₹1,18,698 | 812.43 ₹1,18,614.78 Lowest |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
31 Aug 2026, 3:00 pmClosed
Executive Officer, Modakkurichi Town Panchayat
Executive Officer, Modakkurichi Town Panchayat Office, Erode
Construction of Strom water Drain With Culvert at Ward No-9, Anna Nagar to Thurapalayam Angavadi, in Modakkurichi town panchayat.
2026_DTP_692223_1
213/2026
Open Tender
Civil Works
Works
120 days
Modakkurichi Town Panchayat
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹30,000
2 Sept 2026
7 Aug 2026
31 Aug 2026
7 Aug 2026
31 Aug 2026
7 Aug 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. | 238 | Cum | - | - |
| 2 | Cement Concrete 1:4:8 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means | 24 | Cum | - | - |
| 3.1 | Supplying and errecting steel centering to sides and soffits including supports and strutting for side wall sides and culvert body wall sides using M.S Sheets of size 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 spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete Complying with Standard Specification as per TNDSS No.30&86 (For Drain,Deck slab & Retainingwall)
A) Below 1.00m ht. | 478 | Sqm | - | - |
| 3.2 | B) Above 1.00m ht. | 12 | Sqm | - | - |
| 4 | Vibrated Plain Cement Concrete 1:2:4 Mix (one part of cement, three part sand and six part of aggrigate) using 20 mm size ISS HBG metal 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 Standard Specification as per TNDSS No.30 & 86 | 64 | Cum | - | - |
| 5 | Supplying fabricating and placing in position of steel rods using TMT. or Ribbed Tor Steel including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications. | 280 | Kg | - | - |
| 6 | Providing and laying in position, standardised concrete Mix M-25 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, 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 requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials) | 3.5 | Cum | - | - |
| 7 | Finishing the top of flooring with granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS metal to 25mm thick including cost and conveyance of all materials to site and all labour charges for mixing, laying, curing etc complete | 95 | Sqm | - | - |
| 8.1 | RCC non pressure spun pipe NP2 450mm Dia with socket and spigot ends as per IS 458/2003 manufactured with sulphate resistant cement with 12 mm HI -alumina lining with rubber ring joints. including cost and conveyance of all materials to site and all labour charges for mixing, laying, curing etc complete.,
A) NP2 450mm Dia | 25 | Meter | - | - |
| 8.2 | B) NP2 300mm Dia | 146 | Meter | - | - |
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