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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | I₹8.1 LAccepted-AOC | I | Accepted-AOC L1 | |
| 2 | II₹8.4 LRejected-Finance | II | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | B.RAVI L1 | Dhuruvan Infrastructure L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Hard stiff clay, stiff black coton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravely soil - First depth of 2 metre | 141.5 | M3 | 100 ₹14,150 Lowest | 105 ₹14,857.5 |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Cement, Four crushed stone sand and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 2.7 | M3 | 5,170 ₹13,959 Lowest | 5,200 ₹14,040 |
| 3.00 | Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 12.6 | M3 | 6,544 ₹82,454.4 Lowest | 6,550 ₹82,530 |
| 4.00 | Providing steel centering using MS Plates of size 90cm x 90cm 10 to 13 G thick welded with 25mm x 3mm MS angle supported with country wood scantiling of size 10cm x 6.5 cm at 50cm C/c strutting with casurina propos of 10cm to 13 cm dia as directed by Departmental officer Curved Surface | 196.5 | M2 | 1,535 ₹3,01,627.5 Lowest | 1,650 ₹3,24,225 |
| 5.00 | Roof Slab | 28 | M2 | 1,023 ₹28,644 Lowest | 1,050 ₹29,400 |
| 6.00 | 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 content of 325 kg/mᶾ and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, 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 requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). | 13.1 | M3 | 7,549 ₹98,891.9 Lowest | 7,600 ₹99,560 |
| 7.00 | Supply fabrication and placing of steel reinforcement using FE 415 and TMT rods including cost and conveyance of steel and all labour charges etc complete | 852 | Kg | 89 ₹75,828 Lowest | 90 ₹76,680 |
| 8.00 | Plastering in CM 1:5 ( one cement four sand ) 12mm thick including curing etc complete as directed by departmental officer. | 90.5 | Kg | 268 ₹24,254 Lowest | 270 ₹24,435 |
| 9.00 | Supply delivery and fixing of in position 50mm thick manhole cover of size 0.60m x 0.60m with necessary reinforcement alround the edges of the soil etc complete and as directed by departmental officer | 1 | No | 2,700 ₹2,700 Lowest | 2,730 ₹2,730 |
| 10.00 | Supply and delivery of 3.00HP Open well Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non-return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction. The pump should be directly coupled to 2880 RPM, three phase, 50 Hz (±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP, Fully Automatic Air break Star Delta up to 20 HP and Auto Transformer starter for above 20 HP starting and for continuous operation. Pg.No.156 | 1 | No | 35,490 ₹35,490 Lowest | 35,490 ₹35,490 Lowest |
Tender Value
₹9.8 L
EMD Value
₹9,750
Closing Date
17 Feb 2026, 3:00 pmClosed
Commissioner Kancheepuram Corporation
Kancheepuram city Municipal Corporation, Annai Indira gandhi salai, Kancheepuram
Construction of New UGSS Lifting Station and Providing the PVC Pipe Line at Chinna Calandar street Ward No.04 in kancheepuram Corporation
2026_MAWS_650529_1
4783/2025/E2
Open Tender
Civil Works
Item Rate
Kancheepuram Corporation
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹9,750
23 Oct 2026
3 Feb 2026
17 Feb 2026
3 Feb 2026
17 Feb 2026
3 Feb 2026
3 Feb 2026 - 17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Hard stiff clay, stiff black coton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravely soil - First depth of 2 metre | 141.5 | M3 | - | - |
| 2 | Plain Cement Concrete 1:4:8 mix (One Cement, Four crushed stone sand and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 2.7 | M3 | - | - |
| 3 | Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 12.6 | M3 | - | - |
| 4 | Providing steel centering using MS Plates of size 90cm x 90cm 10 to 13 G thick welded with 25mm x 3mm MS angle supported with country wood scantiling of size 10cm x 6.5 cm at 50cm C/c strutting with casurina propos of 10cm to 13 cm dia as directed by Departmental officer Curved Surface | 196.5 | M2 | - | - |
| 5 | Roof Slab | 28 | M2 | - | - |
| 6 | 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 content of 325 kg/mᶾ and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, 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 requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). | 13.1 | M3 | - | - |
| 7 | Supply fabrication and placing of steel reinforcement using FE 415 and TMT rods including cost and conveyance of steel and all labour charges etc complete | 852 | Kg | - | - |
| 8 | Plastering in CM 1:5 ( one cement four sand ) 12mm thick including curing etc complete as directed by departmental officer. | 90.5 | Kg | - | - |
| 9 | Supply delivery and fixing of in position 50mm thick manhole cover of size 0.60m x 0.60m with necessary reinforcement alround the edges of the soil etc complete and as directed by departmental officer | 1 | No | - | - |
| 10 | Supply and delivery of 3.00HP Open well Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non-return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction. The pump should be directly coupled to 2880 RPM, three phase, 50 Hz (±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP, Fully Automatic Air break Star Delta up to 20 HP and Auto Transformer starter for above 20 HP starting and for continuous operation. Pg.No.156 | 1 | No | - | - |
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