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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | I₹8.4 LAccepted-Finance | ₹8.4 L | I | Accepted-Finance Accepted |
| 2 | II₹8.6 LRejected-Finance | ₹8.6 L | II | Rejected-Finance Rejected |
| 3 | III₹9.7 LRejected-Finance | ₹9.7 L | III | Rejected-Finance Rejected |
| 4 | IV₹9.9 LRejected-Finance | ₹9.9 L | IV | Rejected-Finance Rejected |
| 5 | V₹10.0 LRejected-Finance | ₹10.0 L | V | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | V.UMAPATHY L5 | M/S.SOVEE ENTERPRISES L3 | K.KARTHIKEYAN L1 | V.PUGALENDHI L4 | S K G CONSTRUCTION L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth Work excavting and depositing on bank with initial lead of 10m & initial lift of 2m in Sand,Silt or other loose soil,wet sand or silt not under water,light black cotton soil sandy loam and ordinary soil including excavated earth etc completed as per the standard specifications | 74.8 | M3 | 125 ₹9,350 | 140 ₹10,472 | 93.5 ₹6,993.8 Lowest | 110 ₹8,228 | 100 ₹7,480 |
| 2.00 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | 42.7 | M2 | 380 ₹16,226 | 305 ₹13,023.5 | 228.7 ₹9,765.49 Lowest | 325 ₹13,877.5 | 400 ₹17,080 |
| 3.00 | 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 l | 74.8 | M3 | 5,570 ₹4,16,636 | 4,000 ₹2,99,200 | 4,653.15 ₹3,48,055.62 | 5,470 ₹4,09,156 | 3,600 ₹2,69,280 Lowest |
| 4.00 | Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 74.8 | M3 | 7,315 ₹5,47,162 | 6,850 ₹5,12,380 | 6,209.55 ₹4,64,474.34 Lowest | 7,305 ₹5,46,414 | 7,500 ₹5,61,000 |
| 5.00 | Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification | 8.8 | M2 | 475 ₹4,180 | 480 ₹4,224 | 407.15 ₹3,582.92 | 475 ₹4,180 | 50 ₹440 Lowest |
| 6.00 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 74.8 | M3 | 150 ₹11,220 | 1,800 ₹1,34,640 | 87.72 ₹6,561.46 | 100 ₹7,480 | 50 ₹3,740 Lowest |
Tender Value
₹11.8 L
EMD Value
₹11,800
Closing Date
23 Jan 2026, 3:00 pmClosed
Commissioner Kancheepuram Corporation
KANCHEEPURAM CITY MUNICIPAL CORPORATION, ANNAI INDIRA GANDHI SALAI, KANCHEEPURAM
Providing the CC Road Pavement at Ilamai Nagar at Ward No.38 in Kancheepuram Corporation
2026_MAWS_640178_27
4783/2025/E2
Open Tender
Civil Works
Item Rate
Kancheepuram Corporation
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹11,800
27 May 2026
8 Jan 2026
23 Jan 2026
8 Jan 2026
23 Jan 2026
8 Jan 2026
8 Jan 2026 - 23 Jan 2026
Earth Work excavting and depositing on bank with initial lead of 10m & initial lift of 2m in Sand,Silt or other loose soil,wet sand or silt not under water,light black cotton soil sandy loam and ordinary soil including excavated earth etc completed as per the standard specifications
Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38
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 l
Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification
Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3
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