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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 3₹2.5 Cr−₹78.3 L (23.9%)Accepted-AOC | ₹2.5 Cr−₹78.3 L (23.9%) | 3 | Accepted-AOC L-1 |
| 2 | 1₹3.3 CrRejected-AOC | ₹3.3 Cr | 1 | Rejected-AOC L-2 |
| 3 | 2₹3.6 Cr+₹35.1 L (10.7%)Rejected-AOC | ₹3.6 Cr+₹35.1 L (10.7%) | 2 | Rejected-AOC L-3 |
| Sl No | Description | Qty | Unit | Sharma Constructions L2 | SSA Techno Construction Pvt Ltd L3 | CEMBOND CONSTRUCTIONS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|
| 1.00 | Removing /Cleaning affected/distressed/loose concrete, dust, plaster, algae by saw cut or scrabbing or grit blasting (whichever is required as per site) till sound concrete in chute portion portion RD 32 to 158 m including scafolding,staging,Shuttering,consumables, men and machinery etc. complete in all respect as per the satisfaction of Engineer in Charge. | 100.8 | sqm | 320 ₹32,256 Lowest | 1,581 ₹1,59,364.8 | 1,000 ₹1,00,800 |
| 2.00 | Supply and application of epoxy bonding agent in layers at the properly cleaned affected area in required propotion as per manufacturer 's specifications to achieve proper bonding between old and new substrate in chute portion portion RD 32 to 158 m including scafolding,staging,Shuttering,consumables, men and machinery, curing etc. complete in all respect as per the satisfaction of Engineer in Charge.
Properties of material - compressive strength(7 days) of ≥ 70 MPa, Tensile strength(28 Days) - ≥ 30MPa,Slant shear bond strength 28 Days - ≥ 29 MPa, Pull off adhesion > 1.5 N/mm2 | 100.8 | sqm | 950 ₹95,760 Lowest | 1,052 ₹1,06,041.6 | 1,000 ₹1,00,800 |
| 3.00 | Supply and application of epoxy repair mortar in layers at the properly cleaned affected area in required propotion as per manufacturer 's specifications to achieve proper bonding between old and new substrate in chute portion portion RD 32 to 158 m including scafolding,staging,Shuttering,consumables, men and machinery,finish the surface to the required line, level and texture,curing etc. complete in all respect as per the satisfaction of Engineer in Charge. Properties of material :- Compressive Strength 7 days ≥ 60MPa, 7 Days ≥ 95 MPa, Tensile Strength, (ASTM C 579) @ 7 days >10 MPa.
Consumption = 2100 kg/CUM | 7,875 | kg | 670 ₹52,76,250 | 875 ₹68,90,625 | 532 ₹41,89,500 Lowest |
| 4.00 | Drilling, fixing of packers and pressure grouting of cracks by drilling holes of diameter not exceeding 15 mm with appropriate drill depth to ensure effective anchorage of NRV packers, at spacing 250mm c/c in no case exceeding 300 mm c/c along the crack, in such a manner that each hole effectively crosses the crack including fixing & removal of suitable NRV packers, scafolding,staging,Shuttering,consumables, men and machinery etc. complete in all respect as per the satisfaction of Engineer in Charge in chute portion portion RD 32 to 158 m. | 164 | Nos | 310 ₹50,840 Lowest | 372 ₹61,008 | 500 ₹82,000 |
| 5.00 | Providing and pressure grouting through the fixed packers using non-shrink epoxy grout having compressive strength of 7 dyas not less than 70 MPa, using appropriate Grout Pump until refusal, including multiple stages if required for injecting as directed by the Engineer-in-Charge in chute portion portion RD 32 to 158 m.
Estimated Consumption = 5-6 kg/RM crack. | 247.2 | kg | 1,700 ₹4,20,240 Lowest | 1,847 ₹4,56,578.4 | 3,000 ₹7,41,600 |
| 6.00 | Removing /Cleaning existing affected/distressed/loose concrete, dust, plaster, algae by saw cut or scrabbing or grit blasting (whichever is required as per site) till sound concrete in Plunge slope portion portion RD 158 to 285 m including scafolding,staging,Shuttering,consumables, men and machinery etc. complete in all respect as per the satisfaction of Engineer in Charge. | 201.66 | sqm | 630 ₹1,27,045.8 Lowest | 2,139 ₹4,31,350.74 | 1,300 ₹2,62,158 |
| 7.00 | Supply and application of epoxy bonding agent in layers at the properly cleaned affected area in required propotion as per manufacturer 's specifications to achieve proper bonding between old and new substrate in Plunge slope portion portion RD 158 to 285m including scafolding,staging,Shuttering,consumables, men and machinery, curing etc. complete in all respect as per the satisfaction of Engineer in Charge.
Properties of material - compressive strength(7 days) of ≥ 70 MPa, Tensile strength(28 Days) - ≥ 30MPa,Slant shear bond strength 28 Days - ≥ 29 MPa, Pull off adhesion > 1.5 N/mm2) | 201.66 | sqm | 1,320 ₹2,66,191.2 | 1,423 ₹2,86,962.18 | 1,300 ₹2,62,158 Lowest |
| 8.00 | Supply and application of epoxy repair mortar in layers at the properly cleaned affected area in required propotion as per manufacturer 's specifications to achieve proper bonding between old and new substrate in Plunge slope portion portion RD 158 to 285 m including scafolding,staging,Shuttering,consumables, men and machinery,finish the surface to the required line, level and texture,curing etc. complete in all respect as per the satisfaction of Engineer in Charge. Properties of material :- Compressive Strength 7 days ≥ 60MPa, 7 Days ≥ 95 MPa, Tensile Strength, (ASTM C 579) @ 7 days >10 MPa.
Consumption = 2100 kg/CUM | 25,200 | kg | 960 ₹2,41,92,000 | 988 ₹2,48,97,600 | 632 ₹1,59,26,400 Lowest |
| 9.00 | Drilling, fixing of packers and pressure grouting of cracks by drilling holes of diameter not exceeding 15 mm with appropriate drill depth to ensure effective anchorage of NRV packers, at spacing 250mm c/c not exceeding 300 mm c/c along the crack, in such a manner that each hole effectively crosses the crack including fixing & removal of suitable NRV packers, scafolding,staging,Shuttering,consumables, men and machinery etc. complete in all respect as per the satisfaction of Engineer in Charge in Plunge slope portion portion RD 158 to 285 m. | 260 | Nos | 770 ₹2,00,200 | 620 ₹1,61,200 Lowest | 625 ₹1,62,500 |
| 10.00 | Providing and pressure grouting through the fixed packers using non-shrink epoxy grout having compressive strength of 7 dyas not less than 70 MPa, using appropriate Grout Pump until refusal, including multiple stages if required for injecting as directed by the Engineer-in-Charge in Plunge slope portion portion RD 158 to 285 m.
Estimated Consumption = 5-6 kg/RM crack. | 390 | kg | 3,170 ₹12,36,300 | 2,244 ₹8,75,160 Lowest | 3,500 ₹13,65,000 |
Tender Value
Refer Docs
EMD Value
₹7.7 L
Closing Date
11 May 2026, 9:00 amClosed
Xen RSD Civil Maintenance Division
Executive Engineer RSD Civil Maintenance Division
Estimate for Repair of Deteriorated Damaged Area of Chute and Plunge Slope of Spillway at RSD Project
2026_WR_166832_1
124/2026
Open Tender
Civil Works
Item Rate
80 days
Ranjit Sagar Dam Shahpurkandi Township
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹7.7 L
Executive Engineer RSD Civil Maintenance Division
26 Jun 2026
25 Apr 2026
11 May 2026
26 Apr 2026
11 May 2026
26 Apr 2026
4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Removing /Cleaning affected/distressed/loose concrete, dust, plaster, algae by saw cut or scrabbing or grit blasting (whichever is required as per site) till sound concrete in chute portion portion RD 32 to 158 m including scafolding,staging,Shuttering,consumables, men and machinery etc. complete in all respect as per the satisfaction of Engineer in Charge. | 100.8 | sqm | 239.81 | ₹24,172.85 |
| 2 | Supply and application of epoxy bonding agent in layers at the properly cleaned affected area in required propotion as per manufacturer 's specifications to achieve proper bonding between old and new substrate in chute portion portion RD 32 to 158 m including scafolding,staging,Shuttering,consumables, men and machinery, curing etc. complete in all respect as per the satisfaction of Engineer in Charge.
Properties of material - compressive strength(7 days) of ≥ 70 MPa, Tensile strength(28 Days) - ≥ 30MPa,Slant shear bond strength 28 Days - ≥ 29 MPa, Pull off adhesion > 1.5 N/mm2 | 100.8 | sqm | 198.06 | ₹19,964.45 |
| 3 | Supply and application of epoxy repair mortar in layers at the properly cleaned affected area in required propotion as per manufacturer 's specifications to achieve proper bonding between old and new substrate in chute portion portion RD 32 to 158 m including scafolding,staging,Shuttering,consumables, men and machinery,finish the surface to the required line, level and texture,curing etc. complete in all respect as per the satisfaction of Engineer in Charge. Properties of material :- Compressive Strength 7 days ≥ 60MPa, 7 Days ≥ 95 MPa, Tensile Strength, (ASTM C 579) @ 7 days >10 MPa.
Consumption = 2100 kg/CUM | 7,875 | kg | 243.36 | ₹19,16,460 |
| 4 | Drilling, fixing of packers and pressure grouting of cracks by drilling holes of diameter not exceeding 15 mm with appropriate drill depth to ensure effective anchorage of NRV packers, at spacing 250mm c/c in no case exceeding 300 mm c/c along the crack, in such a manner that each hole effectively crosses the crack including fixing & removal of suitable NRV packers, scafolding,staging,Shuttering,consumables, men and machinery etc. complete in all respect as per the satisfaction of Engineer in Charge in chute portion portion RD 32 to 158 m. | 164 | Nos | 469.86 | ₹77,057.04 |
| 5 | Providing and pressure grouting through the fixed packers using non-shrink epoxy grout having compressive strength of 7 dyas not less than 70 MPa, using appropriate Grout Pump until refusal, including multiple stages if required for injecting as directed by the Engineer-in-Charge in chute portion portion RD 32 to 158 m.
Estimated Consumption = 5-6 kg/RM crack. | 247.2 | kg | 6,188 | ₹15,29,673.6 |
| 6 | Removing /Cleaning existing affected/distressed/loose concrete, dust, plaster, algae by saw cut or scrabbing or grit blasting (whichever is required as per site) till sound concrete in Plunge slope portion portion RD 158 to 285 m including scafolding,staging,Shuttering,consumables, men and machinery etc. complete in all respect as per the satisfaction of Engineer in Charge. | 201.66 | sqm | 6,486.4 | ₹13,08,047.42 |
| 7 | Supply and application of epoxy bonding agent in layers at the properly cleaned affected area in required propotion as per manufacturer 's specifications to achieve proper bonding between old and new substrate in Plunge slope portion portion RD 158 to 285m including scafolding,staging,Shuttering,consumables, men and machinery, curing etc. complete in all respect as per the satisfaction of Engineer in Charge.
Properties of material - compressive strength(7 days) of ≥ 70 MPa, Tensile strength(28 Days) - ≥ 30MPa,Slant shear bond strength 28 Days - ≥ 29 MPa, Pull off adhesion > 1.5 N/mm2) | 201.66 | sqm | 102.19 | ₹20,607.64 |
| 8 | Supply and application of epoxy repair mortar in layers at the properly cleaned affected area in required propotion as per manufacturer 's specifications to achieve proper bonding between old and new substrate in Plunge slope portion portion RD 158 to 285 m including scafolding,staging,Shuttering,consumables, men and machinery,finish the surface to the required line, level and texture,curing etc. complete in all respect as per the satisfaction of Engineer in Charge. Properties of material :- Compressive Strength 7 days ≥ 60MPa, 7 Days ≥ 95 MPa, Tensile Strength, (ASTM C 579) @ 7 days >10 MPa.
Consumption = 2100 kg/CUM | 25,200 | kg | 5,126 | ₹12,91,75,200 |
| 9 | Drilling, fixing of packers and pressure grouting of cracks by drilling holes of diameter not exceeding 15 mm with appropriate drill depth to ensure effective anchorage of NRV packers, at spacing 250mm c/c not exceeding 300 mm c/c along the crack, in such a manner that each hole effectively crosses the crack including fixing & removal of suitable NRV packers, scafolding,staging,Shuttering,consumables, men and machinery etc. complete in all respect as per the satisfaction of Engineer in Charge in Plunge slope portion portion RD 158 to 285 m. | 260 | Nos | 7,011.04 | ₹18,22,870.4 |
| 10 | Providing and pressure grouting through the fixed packers using non-shrink epoxy grout having compressive strength of 7 dyas not less than 70 MPa, using appropriate Grout Pump until refusal, including multiple stages if required for injecting as directed by the Engineer-in-Charge in Plunge slope portion portion RD 158 to 285 m.
Estimated Consumption = 5-6 kg/RM crack. | 390 | kg | 262.4 | ₹1,02,336 |
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