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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.9 L+₹41,141 (6.35%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | DHAYALAN SUBRAMANIYAM L1 | L. Subramani L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling the existing weathering coarse and pressed tiles by chipping the floor surface free from the dirt and dust partcicles in complete including cost labour and machinaries charges as per standard specification | 261 | Sqm | 49 ₹12,789 Lowest | 60 ₹15,660 |
| 2.00 | Damp proof course( DPC - 40mm thick) as per IS 3067:1988 with Cement Mortar 1:4 (One Cement and Four crushed stone sand) 40mm thick mixed with best approved quality Integral liquid water proofing compound conforming to Indian Standard specification as specified by the de-partmental officers at 2% by weight of cement used , finishing and curing etc. complete complying with standard specification - Manual Mixing | 261 | Sqm | 530 ₹1,38,330 Lowest | 600 ₹1,56,600 |
| 3.00 | 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.,Earth Work for Drain | 9 | Cum | 280 ₹2,520 Lowest | 280 ₹2,520 Lowest |
| 3.01 | Earth work excavation for Plinth Beam | 2 | Cum | 120 ₹240 Lowest | 120 ₹240 Lowest |
| 4.00 | Plain Cement Concrete 1:4:8 (one cement, four fine aggregates and eight 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 etc., complete as per standard specification | 2 | Cum | 5,600 ₹11,200 Lowest | 5,600 ₹11,200 Lowest |
| 5.00 | 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 | 12.55 | Sqm | 665 ₹8,346 Lowest | 665 ₹8,346 Lowest |
| 6.00 | 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 Centering for column | 16 | Sqm | 1,010 ₹16,160 Lowest | 1,010 ₹16,160 Lowest |
| 7.00 | 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 0.50 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) | 4 | Cum | 8,069 ₹32,276 Lowest | 8,069 ₹32,276 Lowest |
| 8.00 | 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 | 400 | Kg | 95 ₹38,000 Lowest | 110 ₹44,000 |
| 9.00 | Brick work in CM 1:5 (one cement & five M sand) using II class ground moulded bricks of size 9"X43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification -for Basement | 8 | Cum | 7,450 ₹59,600 Lowest | 7,450 ₹59,600 Lowest |
Tender Value
₹8 L
EMD Value
₹8,000
Closing Date
27 Mar 2026, 3:00 pmClosed
the commissioner
Hosur City Municipal Corporation Hosur
CConstruction of Compound wall, Repair of Reef Leakage works and providing Maintenance work at Ward No 28 Corporation Primary School Chennathur and Sanasandiram VOC Nagar Primary School in Hosur City Municipal Corporation
2026_MAWS_673775_5
849/2026/E3/Hosur City Municipal Corporation
Open Tender
Civil Works
Works
90 days
Hosur City Municipal Corporation
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹8,000
12 Oct 2026
13 Mar 2026
27 Mar 2026
13 Mar 2026
27 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the existing weathering coarse and pressed tiles by chipping the floor surface free from the dirt and dust partcicles in complete including cost labour and machinaries charges as per standard specification | 261 | Sqm | - | - |
| 2 | Damp proof course( DPC - 40mm thick) as per IS 3067:1988 with Cement Mortar 1:4 (One Cement and Four crushed stone sand) 40mm thick mixed with best approved quality Integral liquid water proofing compound conforming to Indian Standard specification as specified by the de-partmental officers at 2% by weight of cement used , finishing and curing etc. complete complying with standard specification - Manual Mixing | 261 | Sqm | - | - |
| 3 | 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.,Earth Work for Drain | 9 | Cum | - | - |
| 3.01 | Earth work excavation for Plinth Beam | 2 | Cum | - | - |
| 4 | Plain Cement Concrete 1:4:8 (one cement, four fine aggregates and eight 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 etc., complete as per standard specification | 2 | Cum | - | - |
| 5 | 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 | 12.55 | Sqm | - | - |
| 6 | 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 Centering for column | 16 | Sqm | - | - |
| 7 | 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 0.50 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) | 4 | Cum | - | - |
| 8 | 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 | 400 | Kg | - | - |
| 9 | Brick work in CM 1:5 (one cement & five M sand) using II class ground moulded bricks of size 9"X43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification -for Basement | 8 | Cum | - | - |
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