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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC NO 60 CHITTOOR MAIN ROAD SENGUTTAI KATPADI TALUK VELLORE DISTRICT 632 007 | VELLORE | TAMIL NADU | 632007 | ₹1.1 Cr | L1 | Accepted-AOC Lowest Price |
| 2 | Not Admitted-Fee/PreQual/Technical 072 3 CANARA BANK UPSTAIRS PERUNDURAI ROAD KUMALANKUTTAI ERODE 638011 | ERODE | ERODE | TAMIL NADU | 638011 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | K KUTTI L1 |
|---|---|---|---|---|
| 1.00Earth work excavation and depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in hard stiff clay, stiff black cotton Soil , hard red earth, shales, murrams, gravel stoney earth and earth mixed with small sized boulders and hard garvelly soil SS 20B for foundation including shoring, strutting, bailing out water providing danger light wherever necessary and depositing surplus earth within a lead of 10m from the trenches etc., complete for foundation and as directed by Departmental Officers | ||||
| 2.00 | First Depth of 2 m | 286 | m3 | 211.43 ₹60,468.98 |
| 3.00 | Second Depth 2m - 3m below GL | 68 | m3 | 223.54 ₹15,200.72 |
| 4.00 | Sand filling for foundation with clean river sand in layers complying with standard specification , including consolidation, ramming, watering etc. complete as per standard specifications and as directed by Departmental Board Officers | 15 | m3 | 1,576.86 ₹23,652.9 |
| 5.00 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of 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 | 22 | m3 | 5,097.62 ₹1,12,147.64 |
| 6.00Centering for sides and soffits for plain surface such as slabs lintels sunshades staircase waist slabs etc., including strutting 3m high using M.S sheet of size 90cm X 90 cm and 10 Gauge fitted with M.S Angle of size 25x25x3mm laid over silver oak (C.Wood) joists of size 10x6.50cm spaced at about 90 c/c and supported by casurina props 10 to 13 cm dia spaced at about 75 c/c complying with standard specification. | ||||
| 7.00Plane surfaces | ||||
| 8.00 | Upto 3.30m ht. from G.L | 70 | m2 | 891.85 ₹62,429.5 |
| 9.00 | From 3.30m to 4.30m ht. | 137 | m2 | 926.41 ₹1,26,918.17 |
| 10.00 | From 4.30m ht.to 5.30m ht. | 33 | m2 | 960.97 ₹31,712.01 |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
1 Apr 2026, 3:00 pmClosed
Commissioner
Infantry Road, Vellore Corporation, Vellore-632001.
Providing 2.5 LL New SR to unserved areas of ward No.16 and 17 in Zone -IV of Vellore Municipal Corporation.
2026_MAWS_675187_1
5013/25/E2/15CFCUTG/24-25/P2
Open Tender
Civil Works
180 days
Vellore
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.2 L
Vellore Corporation
12 Jun 2026
20 Mar 2026
1 Apr 2026
20 Mar 2026
1 Apr 2026
20 Mar 2026
25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work excavation and depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in hard stiff clay, stiff black cotton Soil , hard red earth, shales, murrams, gravel stoney earth and earth mixed with small sized boulders and hard garvelly soil SS 20B for foundation including shoring, strutting, bailing out water providing danger light wherever necessary and depositing surplus earth within a lead of 10m from the trenches etc., complete for foundation and as directed by Departmental Officers | |||||
| 2First Depth of 2 m | |||||
| 3Second Depth 2m - 3m below GL | |||||
| 4Sand filling for foundation with clean river sand in layers complying with standard specification , including consolidation, ramming, watering etc. complete as per standard specifications and as directed by Departmental Board Officers | |||||
| 5Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of 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 | |||||
| 6Centering for sides and soffits for plain surface such as slabs lintels sunshades staircase waist slabs etc., including strutting 3m high using M.S sheet of size 90cm X 90 cm and 10 Gauge fitted with M.S Angle of size 25x25x3mm laid over silver oak (C.Wood) joists of size 10x6.50cm spaced at about 90 c/c and supported by casurina props 10 to 13 cm dia spaced at about 75 c/c complying with standard specification. | |||||
| 7Plane surfaces | |||||
| 8Upto 3.30m ht. from G.L | |||||
| 9From 3.30m to 4.30m ht. | |||||
| 10From 4.30m ht.to 5.30m ht. | |||||
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