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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.3 LAccepted-AOC | ₹33.3 L | L1 | Accepted-AOC Lowest Price |
| 2 | L2₹33.4 L+₹17,058 (0.51%)Rejected-Finance | ₹33.4 L+₹17,058 (0.51%) | L2 | Rejected-Finance Highest Price |
| 3 | L3₹34.4 L+₹1.2 L (3.53%)Rejected-Finance | ₹34.4 L+₹1.2 L (3.53%) | L3 | Rejected-Finance Highest Price |
| 4 | L4₹38.5 L+₹5.2 L (15.6%)Rejected-Finance | ₹38.5 L+₹5.2 L (15.6%) | L4 | Rejected-Finance Highest Price |
| 5 | Not Admitted-Fee/PreQual/Technical 17 1 TAMILNADU HOUSING BOARD COLONY KOKKARAYANPETTAI ROAD ANIMOR PO TIRUCHENGODE TK NAMAKKAL DT 637 214 | NAMAKKAL | TAMIL NADU | 637214 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | KAY YES CONSTRUCTIONS L1 | M/s. S K CONSTRUCTIONS L4 | POONSALAI CONSTRUCTIONS L2 | DHANVI CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|
| 1.00Earthwork open excavation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and depositing the excavated earth within the compound in places shown by departmental officers with an initial lead of 10m and lift of 2m and clearing and leveling etc. complete complying with standard specification | |||||||
| 2.00 | FOOTINGS | 134 | m3 | 187 ₹25,058.37 Lowest | 213.63 ₹28,626.85 | 220.4 ₹29,534.04 | 200 ₹26,800.4 |
| 3.00 | GRADE BEAM | 31 | m3 | 93 ₹2,883 Lowest | 106.7 ₹3,307.7 | 110 ₹3,410 | 110 ₹3,410 |
| 4.00 | Supplying and filling in foundation, basement, etc with filling M-sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc.including all cost of materials,labours,etc., complete complying with standard specification and as directed by the departmental officers | 22 | m3 | 1,397 ₹30,734 Lowest | 1,593.01 ₹35,046.22 | 1,642.56 ₹36,136.32 | 1,642.56 ₹36,136.32 |
| 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 | 4,518 ₹99,396 | 5,245.28 ₹1,15,396.16 | 4,000 ₹88,000 Lowest | 5,000 ₹1,10,000 |
| 6.00Supplying and erecting centering for sides and soffits including supports and shuttering upto 3m high for plane surface such as side slabs of RCC boxing and similar vertical RCC slab etc., withall cross bracings using mild steel sheets of size 90 x 60cm and 10 gauge stiffened with welded mild steel angles of size 25 x 25 x 3mm for boarding laid over Oak (country wood) joists of size 10 x 6.5 cm spaced at about 90 cm centre to centre and supported by casuarina props of 10 to 13 cm dia spaced at 75 cm centre etc., complete (Drain works) | |||||||
| 7.00 | Column | 158 | m2 | 1,108 ₹1,75,064 | 1,263.47 ₹1,99,628.26 | 570.11 ₹90,077.38 Lowest | 1,250 ₹1,97,500 |
| 8.00 | Grade Beam | 206 | m2 | 431 ₹88,786 Lowest | 553.01 ₹1,13,920.06 | 900 ₹1,85,400 | 600 ₹1,23,600 |
| 9.00 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) | 67 | m3 | 7,077 ₹4,74,159 | 8,256.42 ₹5,53,180.14 | 8,316.09 ₹5,57,178.03 | 7,000 ₹4,69,000 Lowest |
| 10.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 8,039.69 | Kg | 78 ₹6,27,095.82 Lowest | 89.1 ₹7,16,336.38 | 80 ₹6,43,175.2 | 80 ₹6,43,175.2 |
Tender Value
₹46 L
EMD Value
₹46,001
Closing Date
13 Aug 2026, 3:00 pmClosed
Commissioner
Infantry Road, Vellore Corporation, Vellore-632001.
Construction of Compound wall at Muthumandapam Sump and Maintenance of Old Palar Head Works in Vellore Corporation Zone - IV.
2026_MAWS_691113_1
5013/2026/E3/SDRF-2026-27/P7
Open Tender
Civil Works
Works
120 days
Vellore
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹46,001
Vellore Corporation
10 Sept 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork open excavation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and depositing the excavated earth within the compound in places shown by departmental officers with an initial lead of 10m and lift of 2m and clearing and leveling etc. complete complying with standard specification | - | - | - | - |
| 2 | FOOTINGS | 134 | m3 | - | - |
| 3 | GRADE BEAM | 31 | m3 | - | - |
| 4 | Supplying and filling in foundation, basement, etc with filling M-sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc.including all cost of materials,labours,etc., complete complying with standard specification and as directed by the departmental officers | 22 | m3 | - | - |
| 5 | 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 | - | - |
| 6 | Supplying and erecting centering for sides and soffits including supports and shuttering upto 3m high for plane surface such as side slabs of RCC boxing and similar vertical RCC slab etc., withall cross bracings using mild steel sheets of size 90 x 60cm and 10 gauge stiffened with welded mild steel angles of size 25 x 25 x 3mm for boarding laid over Oak (country wood) joists of size 10 x 6.5 cm spaced at about 90 cm centre to centre and supported by casuarina props of 10 to 13 cm dia spaced at 75 cm centre etc., complete (Drain works) | - | - | - | - |
| 7 | Column | 158 | m2 | - | - |
| 8 | Grade Beam | 206 | m2 | - | - |
| 9 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) | 67 | m3 | - | - |
| 10 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 8,039.69 | Kg | - | - |
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