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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹16.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹18.3 L+₹2.4 L (14.8%)Admitted-Fee/PreQual/Technical/Finance | ₹18.3 L+₹2.4 L (14.8%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹18.8 L+₹2.9 L (17.9%)Admitted-Fee/PreQual/Technical/Finance | ₹18.8 L+₹2.9 L (17.9%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | LK Constructions L3 | kalaitamilconstruction L2 | SELVI HARDWARES L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B First depth of 2m From 0 to 2 m below GL | 58.55 | m3 | 210 ₹12,295.5 | 200 ₹11,710 Lowest | 911.19 ₹53,350.17 |
| 1.01 | Second depth of 2m From 2m to 4 m below GL For Column Footing | 11.66 | m3 | 218 ₹2,541.88 | 217 ₹2,530.22 Lowest | 910.81 ₹10,620.04 |
| 2.00 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers. | 8.3 | m3 | 5,104 ₹42,363.2 | 5,000 ₹41,500 | 910.84 ₹7,559.97 Lowest |
| 3.00 | Providing and laying in position Standardised Concrete Mix M-25 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 350Kg/ cum and maximum water cement ratio of 0.45 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) For rectangular portion Below 1.5m from GL | 10.37 | m3 | 8,450 ₹87,626.5 | 8,420 ₹87,315.4 | 2,277.72 ₹23,619.96 Lowest |
| 3.01 | 0m to 1.50m below GL | 1.75 | m3 | 8,450 ₹14,787.5 | 8,425 ₹14,743.75 | 2,280 ₹3,990 Lowest |
| 3.02 | 0m to 4.50m above GL | 2.83 | m3 | 8,450 ₹23,913.5 | 8,425 ₹23,842.75 | 2,279.15 ₹6,449.99 Lowest |
| 3.03 | 4.50 m to 7.32 m above GL | 2.22 | m3 | 8,690 ₹19,291.8 | 8,680 ₹19,269.6 | 2,279.28 ₹5,060 Lowest |
| 3.04 | 7.32 m to 10.98 m above GL | 2.53 | m3 | 8,950 ₹22,643.5 | 8,900 ₹22,517 | 2,276.68 ₹5,760 Lowest |
| 3.05 | 10.98 m to 14.64 m above GL | 11.4 | m3 | 9,470 ₹1,07,958 | 9,464 ₹1,07,889.6 | 2,278.07 ₹25,970 Lowest |
| 3.06 | 14.64 m to 18.30 m above GL | 3.09 | m3 | 9,730 ₹30,065.7 | 9,700 ₹29,973 | 2,278.32 ₹7,040.01 Lowest |
Tender Value
₹19 L
EMD Value
₹19,000
Closing Date
13 Aug 2026, 3:00 pmClosed
Commissioner
Tiruvannamalai City Municipal Corporation
Tiruvannamalai City Municipal Corporation Construction of 30,000 Litres Capacity OHT - 12.00m STAGING HEIGHT at Kilkatchirapattu in Tiruvannamalai City Municipal Corporation
2026_MAWS_691000_1
4696/2026/E1
Open Tender
Civil Works
Works
90 days
Tiruvannamalai City Municipal Corporation
Refer Tender Notice
2 documents required · 2 mandatory
₹0
₹19,000
17 Sept 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B First depth of 2m From 0 to 2 m below GL | 58.55 | m3 | - | - |
| 1.01 | Second depth of 2m From 2m to 4 m below GL For Column Footing | 11.66 | m3 | - | - |
| 2 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers. | 8.3 | m3 | - | - |
| 3 | Providing and laying in position Standardised Concrete Mix M-25 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 350Kg/ cum and maximum water cement ratio of 0.45 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) For rectangular portion Below 1.5m from GL | 10.37 | m3 | - | - |
| 3.01 | 0m to 1.50m below GL | 1.75 | m3 | - | - |
| 3.02 | 0m to 4.50m above GL | 2.83 | m3 | - | - |
| 3.03 | 4.50 m to 7.32 m above GL | 2.22 | m3 | - | - |
| 3.04 | 7.32 m to 10.98 m above GL | 2.53 | m3 | - | - |
| 3.05 | 10.98 m to 14.64 m above GL | 11.4 | m3 | - | - |
| 3.06 | 14.64 m to 18.30 m above GL | 3.09 | m3 | - | - |
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