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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAccepted-AOC 3 210 PANDARAKADU KONASAMUTHIRAM POST EDAPPADI TALUK SALEM DISTRICT TAMIL NADU | EDAPPADI | SALEM | TAMIL NADU | ₹13.8 L | L1 | Accepted-AOC Lowest Amount Quoted |
| 2 | L2₹13.9 LRejected-AOC NEAR SADHURAM SCHOOL RAGHUNATHGANJ KATNI MADHYA PRADESH 483501 | KATNI | MADHYA PRADESH | 483501 | ₹13.9 L | L2 | Rejected-AOC Highest Amount Quoted |
| Sl No | Description | Qty | Unit | SURESH & CO L2 | SR CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation in all soils and sub soils except hard rock 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 asper standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10 | 73 | M3 | 200 ₹14,600 | 197 ₹14,381 |
| 2.00 | Cement Concrete 1:4;8 Mix (one part cement, four part sand and eight part of aggrigate) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 38 | M3 | 5,750 ₹2.2 L | 5,700 ₹2.2 L |
| 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 spread 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 | Upto 1m Hight | 257 | M2 | 492 ₹1.3 L | 489 ₹1.3 L |
| 3.02 | 1m Above Hight | 97 | M2 | 980 ₹95,060 | 978 ₹94,866 |
| 4.00 | Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- 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 and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 123 | M3 | 7,000 ₹8.6 L | 6,991 ₹8.6 L |
| 5.00 | Collection supply and filling of well gravel filling approved quarry including cost and Conveyance of all materials to site and all labour charges for filling etc., Complete. | 242 | M3 | 272 ₹65,824 | 271 ₹65,582 |
| 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) | 27 | M2 | 165 ₹4,455 | 163 ₹4,401 |
Tender Value
₹16.5 L
EMD Value
₹33,000
Closing Date
25 Feb 2026, 3:00 pmClosed
Executive Officer, Arasiramani Town Panchayat
Town Panchayat Office, Arasiramani, Kullampatti (PO). Arasiramani-637101
Construction of Storm Water Drain (36m), Side Wall (43m) and Providing CC Road at Ward No. 7 Sri Om Kaliamman Temple (Chettipatti) (57m) in Arasiramani Town Panchayat
2026_DTP_654192_1
23/2026
Open Tender
Civil Works - Roads
120 days
Arasiramani Town Panchayat Limit
Asper Norms
1 document required · 1 mandatory
₹0
₹33,000
14 Mar 2026
10 Feb 2026
25 Feb 2026
10 Feb 2026
25 Feb 2026
10 Feb 2026
Earthwork excavation in all soils and sub soils except hard rock 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 asper standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10
Cement Concrete 1:4;8 Mix (one part cement, four part sand and eight part of aggrigate) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII
Supplying 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 spread 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
Upto 1m Hight
1m Above Hight
Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- 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 and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Collection supply and filling of well gravel filling approved quarry including cost and Conveyance of all materials to site and all labour charges for filling etc., Complete.
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)
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