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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L | L1 | Accepted-AOC LOW RATE |
| 2 | Rejected-Technical 95 PAVALI ROAD VIRUDHUNAGAR 626 001 | VIRUDHUNAGAR | TAMIL NADU | 626001 | - | - | Rejected-Technical HIGH RATE |
| Sl No | Description | Qty | Unit | GMARIAPPANANDCO L2 | M JOTHY L1 |
|---|---|---|---|---|---|
| 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. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10 | 15 | M3 | 202.55 ₹3,038.25 | 196.41 ₹2,946.15 Lowest |
| 2.00 | Cement Concrete 1:5:10 (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 TNDSS NO:28 V, VI (S2) V, VI(S5A) VII | 2 | M3 | 5,480.01 ₹10,960.02 | 5,314.02 ₹10,628.04 Lowest |
| 3.00 | Supplying and errecting centering to sides and soffits inculding supports and strtting for drainage sides and culvertbody 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 10cmx6.50cm 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 | 144 | M2 | 649.98 ₹93,597.12 | 630.29 ₹90,761.76 Lowest |
| 4.00 | Plain cement concrete 1:1/2:3 Mix (one part of cement, two part of sand and Four part of aggregate) using 20mm size ISS HBG metal from approved quarry inculding 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. specifications. TNDSS No.24. | 15 | M3 | 9,607.74 ₹1,44,116.1 | 9,313 ₹1,39,695 Lowest |
| 5.00 | Vibrated plain cement concrete 1:2:4 Mix (one part of cement, two part of sand and Four part of aggregate) using 20mm size ISS HBG metal from approved quarry inculding 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. specifications. TNDSS No.24. | 19 | M3 | 9,003.59 ₹1,71,068.21 | 8,730.86 ₹1,65,886.34 Lowest |
Tender Value
₹5 L
EMD Value
₹5,000
Closing Date
14 Aug 2026, 3:00 pmClosed
Executive Officer
Executive Officer Mamsapuram Town panchayat
Maintenance of Retaing Wall at Ward No 8 Resource Recovery Park Back side Periyakulam Kanmai Bridge in Mamsapuram Town Panchayat
2026_DTP_690115_1
373/2026
Open Tender
Civil Works
Works
Mamsapuram Town panchayat
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹5,000
Yes
15 Sept 2026
1 Aug 2026
14 Aug 2026
1 Aug 2026
14 Aug 2026
1 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. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10 | 15 | M3 | - | - |
| 2 | Cement Concrete 1:5:10 (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 TNDSS NO:28 V, VI (S2) V, VI(S5A) VII | 2 | M3 | - | - |
| 3 | Supplying and errecting centering to sides and soffits inculding supports and strtting for drainage sides and culvertbody 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 10cmx6.50cm 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 | 144 | M2 | - | - |
| 4 | Plain cement concrete 1:1/2:3 Mix (one part of cement, two part of sand and Four part of aggregate) using 20mm size ISS HBG metal from approved quarry inculding 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. specifications. TNDSS No.24. | 15 | M3 | - | - |
| 5 | Vibrated plain cement concrete 1:2:4 Mix (one part of cement, two part of sand and Four part of aggregate) using 20mm size ISS HBG metal from approved quarry inculding 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. specifications. TNDSS No.24. | 19 | M3 | - | - |
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