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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 CrAccepted-AOC 201 3RD FLOOR A BLOCK SRI GURU TOWERS 80 FEET ROAD ANNA NAGAR MADURAI 625017 | MADURAI | TAMIL NADU | 625017 | ₹5.8 Cr Quoted ₹6.2 Cr | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹6.3 CrRejected-AOC | ₹6.3 Cr | L2 | Rejected-AOC other than lowest bidder |
| 3 | L3₹6.5 CrRejected-AOC 9 A PONGALIVALASU KODUMUDI POST ERODE 638 151 | KARUR | TAMIL NADU | 638151 | ₹6.5 Cr | L3 | Rejected-AOC other than lowest bidder |
| Sl No | Description | Qty | Unit | CMK Projects Private Ltd., L1 | Sri Balaji Constructions L3 | SAMRAT CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling clearing away and carefully stacking materials useful for reuse for any thickness of walls of Brick or stone masonry in cement mortar under 3m height etc., complete complying with standard specification and as directed by the departmental officers. | 18.72 | M3 | 340 ₹6,364.8 | 320 ₹5,990.4 Lowest | 350 ₹6,552 |
| 2.00 | Dismantling clearing away and carefully stacking materials useful for re-use for any thickness of Plain Cement Concrete etc.,complete complying with standard specification and as directed by the departmental officers. | 595 | M3 | 580 ₹3,45,100 | 530 ₹3,15,350 Lowest | 550 ₹3,27,250 |
| 3.00 | Earth work excavating for foundation in all kinds of soils and sub soils and depositing on bank with initial lead of 10 m and initial lift of 2 m except hard rock requiring blasting to full depth as may be directed inclusive of shoring strutting, bailing out water wherever necessary and refilling the sides of foundation with excavated earth as per standard specification and as directed by the departmental officers. | 2,357.89 | M3 | 260 ₹6,13,051.4 | 300 ₹7,07,367 | 250 ₹5,89,472.5 Lowest |
| 4.00 | Earth work open excavating for foundation in all kinds of soils and sub soils and depositing on bank with initial lead of 10 m and initial lift of 2m except hard rock requiring blasting to full depth as may be directed inclusive of shoring strutting, bailing out water wherever necessary and refilling the sides of foundation with excavated earth as per standard specification and as directed by the departmental officers. | 776 | M3 | 100 ₹77,600 | 90 ₹69,840 Lowest | 100 ₹77,600 |
| 5.00 | Supplying and filling with M.sand for foundation and basement in layers of not more than 15 cm thick including watering, consolidation etc., complete complying with standard specification and as directed by the departmental officers. | 71.2 | M3 | 2,800 ₹1,99,360 Lowest | 2,800 ₹1,99,360 Lowest | 3,000 ₹2,13,600 |
| 6.00 | Providing and placing Plain Cement Concrete M10 grade using crusher broken hard granite course aggregate (well graded) of nominal maximum size of 40mm to I.S specified grading (To achieve the specified characteristic strength of 10N/mm2 in 28 days) and mixing the ingredients in approved mixer including dewatering of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete complying with standard specification and as directed by the departmental officers. | 270.2 | M3 | 7,500 ₹20,26,500 | 7,000 ₹18,91,400 Lowest | 8,000 ₹21,61,600 |
| 7.00 | Providing and laying in position Ready mixed Plain Cement Concrete of M15 using 20mm size downgraded (HBGS) hard broken granite stone jelly to attain the specified characteristic strength not less than 15N/mm2 at 28 days and manufactured in fully automatic batching plant and transported to site of work in transmit mixer including pumping RMC from transmit mixer for all leads, having continuous agitated mixer, including pumping RMC from transit mixer to site of laying admixtures in recommended proportions as per IS 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in charge including production cost of concrete by mixer plant including batching, mixing, hire charges for machineries such as batching plant, Generator, and carriage of concrete by transporting the concrete from batching plant to the site by using transit mixer including charges for operator and helpers and pumping of concrete from site to the required location including hire charges of pump, piping work and accessories etc., labour for pouring, consolidating and etc., complete complying with standard specifications and as directed by the departmental officers. | 789.81 | M3 | 8,500 ₹67,13,385 | 8,000 ₹63,18,480 Lowest | 9,000 ₹71,08,290 |
| 8.00 | Providing and laying in position Ready mixed Reinforced Cement Concrete of M 20 grade in accordance with IS 456-2000 using 40mm size (HBGS) hard broken granite stone jelly for RCC works to attain the specified characteristic strength not less than 20N/mm2 at 28 days and manufactured in fully automatic batching plant and transported to site of work in transmit mixer including pumping RMC from transmit mixer for all leads, having continuous agitated mixer, including pumping RMC from transit mixer to site of laying admixtures in recommended proportions as per IS 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in charge including production cost of concrete by mixer plant including batching, mixing, hire charges for machineries such as batching plant, Generator, and carriage of concrete by transporting the concrete from batching plant to the site by using transit mixer including charges for operator and helpers and pumping of concrete from site to the required location including hire charges of pump, piping work and accessories etc., labour for pouring, consolidating and etc., complete complying with standard specifications and as directed by the departmental officers. | 2,577 | M3 | 9,000 ₹2,31,93,000 Lowest | 9,900 ₹2,55,12,300 | 9,500 ₹2,44,81,500 |
| 9.00 | Providing and laying in position standardised concrete Mix M-20 Grade in accordance with IS 456-2000 using 20mm and downgraded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maxium water cement ratio of 0.55 including admixture (plasticizer/super plasticizer) in recommended proportions asper IS 9103 to accelerate, retard setting of concrete, improve workability without imparing strength and durability with about (5 cu.m) 7730 kg of 20 mm machine crushed stone jelly and with about (3.30 cum.) 5156 kg of 10 to 12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg of sand, but excluding cost of reinforcemnt grill and fabricating charges, centering and shuttering and also including and laying, vibrating with mechanical vibrators, finishing, curing etc., complete complying with standard specifications and as directed by the departmental officers. The coarse and fine aggregate to be used should comply with the requirements of IS standards ( no separate payment will be made by the deapartment for the excess usage of materials) | 32 | M3 | 9,800 ₹3,13,600 Lowest | 10,000 ₹3,20,000 | 10,000 ₹3,20,000 |
| 10.00 | Providing and laying in position, Standardised Concrète 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 content of 350 kg/m3 and maximum water cement ratio of 0.50 including admixture (plasticiser/super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrète, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.30 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 shutterlng 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). | 64 | M3 | 10,500 ₹6,72,000 Lowest | 10,500 ₹6,72,000 Lowest | 11,000 ₹7,04,000 |
Tender Value
₹5.9 Cr
EMD Value
₹3.0 L
Closing Date
12 Sept 2025, 11:00 amClosed
The Superintending Engineer, WRD
O/o the Superintending Engineer, WRD., Lower Cauvery Basin Circle, Thanjavur
Rehabilitation of Avichakudy Regulator at LS 10.300 Km of Sullanar Drain in Manakkundu Village of Valangiman Taluk of Tiruvarur District
2025_WRD_599125_1
e-Tender Notice No.2 /2025-2026 /LCBC-TNJ./dated 26.08.2025
Open Tender
Civil Works
Lump-sum
270 days
Valangiman Taluk of Tiruvarur District
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹3.0 L
17 Apr 2026
1 Sept 2025
16 Sept 2025
1 Sept 2025
12 Sept 2025
1 Sept 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling clearing away and carefully stacking materials useful for reuse for any thickness of walls of Brick or stone masonry in cement mortar under 3m height etc., complete complying with standard specification and as directed by the departmental officers. | 18.72 | M3 | - | - |
| 2 | Dismantling clearing away and carefully stacking materials useful for re-use for any thickness of Plain Cement Concrete etc.,complete complying with standard specification and as directed by the departmental officers. | 595 | M3 | - | - |
| 3 | Earth work excavating for foundation in all kinds of soils and sub soils and depositing on bank with initial lead of 10 m and initial lift of 2 m except hard rock requiring blasting to full depth as may be directed inclusive of shoring strutting, bailing out water wherever necessary and refilling the sides of foundation with excavated earth as per standard specification and as directed by the departmental officers. | 2,357.89 | M3 | - | - |
| 4 | Earth work open excavating for foundation in all kinds of soils and sub soils and depositing on bank with initial lead of 10 m and initial lift of 2m except hard rock requiring blasting to full depth as may be directed inclusive of shoring strutting, bailing out water wherever necessary and refilling the sides of foundation with excavated earth as per standard specification and as directed by the departmental officers. | 776 | M3 | - | - |
| 5 | Supplying and filling with M.sand for foundation and basement in layers of not more than 15 cm thick including watering, consolidation etc., complete complying with standard specification and as directed by the departmental officers. | 71.2 | M3 | - | - |
| 6 | Providing and placing Plain Cement Concrete M10 grade using crusher broken hard granite course aggregate (well graded) of nominal maximum size of 40mm to I.S specified grading (To achieve the specified characteristic strength of 10N/mm2 in 28 days) and mixing the ingredients in approved mixer including dewatering of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete complying with standard specification and as directed by the departmental officers. | 270.2 | M3 | - | - |
| 7 | Providing and laying in position Ready mixed Plain Cement Concrete of M15 using 20mm size downgraded (HBGS) hard broken granite stone jelly to attain the specified characteristic strength not less than 15N/mm2 at 28 days and manufactured in fully automatic batching plant and transported to site of work in transmit mixer including pumping RMC from transmit mixer for all leads, having continuous agitated mixer, including pumping RMC from transit mixer to site of laying admixtures in recommended proportions as per IS 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in charge including production cost of concrete by mixer plant including batching, mixing, hire charges for machineries such as batching plant, Generator, and carriage of concrete by transporting the concrete from batching plant to the site by using transit mixer including charges for operator and helpers and pumping of concrete from site to the required location including hire charges of pump, piping work and accessories etc., labour for pouring, consolidating and etc., complete complying with standard specifications and as directed by the departmental officers. | 789.81 | M3 | - | - |
| 8 | Providing and laying in position Ready mixed Reinforced Cement Concrete of M 20 grade in accordance with IS 456-2000 using 40mm size (HBGS) hard broken granite stone jelly for RCC works to attain the specified characteristic strength not less than 20N/mm2 at 28 days and manufactured in fully automatic batching plant and transported to site of work in transmit mixer including pumping RMC from transmit mixer for all leads, having continuous agitated mixer, including pumping RMC from transit mixer to site of laying admixtures in recommended proportions as per IS 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in charge including production cost of concrete by mixer plant including batching, mixing, hire charges for machineries such as batching plant, Generator, and carriage of concrete by transporting the concrete from batching plant to the site by using transit mixer including charges for operator and helpers and pumping of concrete from site to the required location including hire charges of pump, piping work and accessories etc., labour for pouring, consolidating and etc., complete complying with standard specifications and as directed by the departmental officers. | 2,577 | M3 | - | - |
| 9 | Providing and laying in position standardised concrete Mix M-20 Grade in accordance with IS 456-2000 using 20mm and downgraded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maxium water cement ratio of 0.55 including admixture (plasticizer/super plasticizer) in recommended proportions asper IS 9103 to accelerate, retard setting of concrete, improve workability without imparing strength and durability with about (5 cu.m) 7730 kg of 20 mm machine crushed stone jelly and with about (3.30 cum.) 5156 kg of 10 to 12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg of sand, but excluding cost of reinforcemnt grill and fabricating charges, centering and shuttering and also including and laying, vibrating with mechanical vibrators, finishing, curing etc., complete complying with standard specifications and as directed by the departmental officers. The coarse and fine aggregate to be used should comply with the requirements of IS standards ( no separate payment will be made by the deapartment for the excess usage of materials) | 32 | M3 | - | - |
| 10 | Providing and laying in position, Standardised Concrète 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 content of 350 kg/m3 and maximum water cement ratio of 0.50 including admixture (plasticiser/super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrète, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.30 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 shutterlng 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). | 64 | M3 | - | - |
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