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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-Finance | ₹2.5 L | L1 | Accepted-Finance Lowest Rate quote |
| 2 | L2₹2.5 L+₹1,848.66 (0.74%)Rejected-Finance | ₹2.5 L+₹1,848.66 (0.74%) | L2 | Rejected-Finance Highest Rate quote |
| Sl No | Description | Qty | Unit | Krishna Kumar V L1 | Vinoth L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. | 6 | 1Cum(One Cubic meter) | 219.5 ₹1,317 Lowest | 221 ₹1,326 |
| 2.00 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers - Mixing by mechanical means | 0.4 | 1Cum(One Cubic meter) | 5,457.5 ₹2,183 Lowest | 5,458 ₹2,183.2 |
| 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 For column | 9.8 | 1Sqm(One Square meter) | 1,246.5 ₹12,215.7 Lowest | 1,247 ₹12,220.6 |
| 4.00 | 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 For Slab | 8.7 | 1Sqm(One Square meter) | 1,023 ₹8,900.1 Lowest | 1,025 ₹8,917.5 |
| 5.00 | 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 Crushed Stone Sand (M- 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 - | 2.8 | 1Cum(One Cubic meter) | 8,339.5 ₹23,350.6 Lowest | 8,340 ₹23,352 |
| 6.00 | 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. | 195.83 | 1Kg(One Kilo gram) | 92.9 ₹18,192.61 Lowest | 93 ₹18,212.19 |
| 7.00 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 16.5 | 1Sqm(One Square meter) | 287 ₹4,735.5 Lowest | 288 ₹4,752 |
| 8.00 | Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. | 16.5 | 1Sqm(One Square meter) | 275 ₹4,537.5 Lowest | 276 ₹4,554 |
| 9.00 | Refilling the excavated earth in layers of not more then 15 cm thick well rammed watered and consolidated etc., complete with standared specification | 5.9 | 1Cum(One Cubic meter) | 45.8 ₹270.22 Lowest | 46 ₹271.4 |
| 10.00 | Provision for water supply arrangements 50mm Dia GI Union | 4 | 1NOS(One Numbers) | 358.5 ₹1,434 Lowest | 360 ₹1,440 |
Tender Value
₹3 L
EMD Value
₹3,000
Closing Date
27 Aug 2026, 3:00 pmClosed
Commissioner surandai Municipalirty
Commissioner surandai Municipalirty
Surandai Municipality Providing Construction of sintex tank at 10 ward near by hindu nadar marriage hall
2026_MAWS_693161_1
820/2026/E1
Open Tender
Civil Works
Item Rate
90 days
SURANDAI
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹3,000
27 Aug 2026
11 Aug 2026
27 Aug 2026
11 Aug 2026
27 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. | 6 | 1Cum(One Cubic meter) | 220 | ₹1,320 |
| 2 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers - Mixing by mechanical means | 0.4 | 1Cum(One Cubic meter) | 5,457.85 | ₹2,183.14 |
| 3 | 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 For column | 9.8 | 1Sqm(One Square meter) | 1,246.8 | ₹12,218.64 |
| 4 | 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 For Slab | 8.7 | 1Sqm(One Square meter) | 1,023 | ₹8,900.1 |
| 5 | 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 Crushed Stone Sand (M- 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 - | 2.8 | 1Cum(One Cubic meter) | 8,339.5 | ₹23,350.6 |
| 6 | 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. | 195.83 | 1Kg(One Kilo gram) | 92.97 | ₹18,206.32 |
| 7 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 16.5 | 1Sqm(One Square meter) | 287.05 | ₹4,736.33 |
| 8 | Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. | 16.5 | 1Sqm(One Square meter) | 275.4 | ₹4,544.1 |
| 9 | Refilling the excavated earth in layers of not more then 15 cm thick well rammed watered and consolidated etc., complete with standared specification | 5.9 | 1Cum(One Cubic meter) | 45.85 | ₹270.52 |
| 10 | Provision for water supply arrangements 50mm Dia GI Union | 4 | 1NOS(One Numbers) | 358.5 | ₹1,434 |
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