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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-Finance | ₹7.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹75.2 LRejected-Finance | ₹75.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹8.1 LRejected-Finance | ₹8.1 L | L3 | Rejected-Finance L3 |
| 4 | L4₹8.6 LRejected-Finance | ₹8.6 L | L4 | Rejected-Finance L4 |
| 5 | L5₹8.7 LRejected-Finance | ₹8.7 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | K K HARIHARAN L5 | SAIDALAVI L6 | KARTHIKESAN L2 | SAKEER HUSSAIN L1 | MOHAMMED K L3 | PARVATHI L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 38 | m3 | 307 ₹11,666 | 322 ₹12,236 | 291 ₹11,058 | 261 ₹9,918 | 282 ₹10,716 | 303 ₹11,514 |
| 2.00 | 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 | 37.5 | m3 | 9,174 ₹3.4 L | 9,194 ₹3.4 L | 7,839 ₹2.9 L | 7,799 ₹2.9 L | 8,440 ₹3.2 L | 9,150 ₹3.4 L |
| 3.00 | 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 | 26 | m2 | 451 ₹11,726 | 461 ₹11,986 | 739 ₹19,214 | 384 ₹9,984 | 798 ₹20,748 | 445 ₹11,570 |
| 4.00 | Plain Cement Concrete 1:1.5:3 (one cement, one and half Crushed Stone Sand (M- Sand) and 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 | 38.5 | m3 | 11,264 ₹4.3 L | 11,284 ₹4.3 L | 9,626 ₹3.7 L | 9,576 ₹3.7 L | 10,362 ₹4.0 L | 11,200 ₹4.3 L |
| 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 | 4.69 | m2 | 485 ₹2,274.65 | 495 ₹2,321.55 | 414 ₹1,941.66 | 412.5 ₹1,934.63 | 448 ₹2,101.12 | 485 ₹2,274.65 |
| 6.00 | Goods & Services Tax (GST) 18% | 0.01 | Tax | 1,44,604.01 ₹1,446.04 | 1 ₹0.01 | 0.18 - | 1 ₹0.01 | - | - |
Tender Value
₹9.6 L
EMD Value
₹9,600
Closing Date
26 Feb 2026, 3:00 pmClosed
Commissioner,Nelliyalam municipality
Nelliyalam Municipality,Pandalur
Improvement to the Cement concrete road devala hatty school at ward No.13 in Nelliyalam Municipality (067013R059) (UN-TIED GRANT)
2026_MAWS_661755_1
2420/2025/E1
Open Tender
Civil Works
Nelliyalam Municipality
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹9,600
Yes
27 Mar 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
19 Feb 2026 - 26 Feb 2026
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
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
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 1:1.5:3 (one cement, one and half Crushed Stone Sand (M- Sand) and 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
Goods & Services Tax (GST) 18%
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