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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC NO 28 A SUNTHARA VINAYAGAR KOVIL STREET PALAYAPETTAI GANDHI NAGAR POST TIRUNELVELI 627 008 | TIRUNELVELI | TIRUNELVELI | TAMIL NADU | 627008 | ₹1.3 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹1.5 Cr+₹16.9 L (12.6%)Rejected-Finance | ₹1.5 Cr+₹16.9 L (12.6%) | L2 | Rejected-Finance The Bid rank of the bidder is L2. |
| 3 | L3₹1.5 Cr+₹18.4 L (13.7%)Rejected-Finance ERODE 638 152 | ERODE | TAMIL NADU | 638152 | ₹1.5 Cr+₹18.4 L (13.7%) | L3 | Rejected-Finance The Bid rank of the bidder is L3. |
| 4 | L4₹1.6 Cr+₹22.1 L (16.5%)Rejected-Finance | ₹1.6 Cr+₹22.1 L (16.5%) | L4 | Rejected-Finance The Bid rank of the bidder is L4. |
| 5 | L5₹1.6 Cr+₹23.5 L (17.5%)Rejected-Finance NO 640 ANDAL NAGAR OPP KULLAMPALAYAM GOBICHETTIPALAYAM ERODE DISTRICT 638476 | ERODE | TAMIL NADU | 638476 | ₹1.6 Cr+₹23.5 L (17.5%) | L5 | Rejected-Finance The Bid rank of the bidder is L5. |
| Sl No | Description | Qty | Unit | Sp Constructions L1 | stanely hitech construction company private limited L2 | K.RAJAGOPALAN AND CO L4 | VRR CONSTRUCTION L3 | APAAR INFRATECH PVT. LTD. L6 | EMARALD CONSTRUCTIONS L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing scrub jungle and disposed away from site including cost of all materials, labour ,lead lift, etc complete. | 720 | m2 | 5 ₹3,600 Lowest | 7.5 ₹5,400 | 8 ₹5,760 | 7 ₹5,040 | 7 ₹5,040 | 11 ₹7,920 |
| 2.00 | Clearing heavy/Juliflora jungle with uprooting and disposed away from site including cost of all materials, labour ,lead lift , etc complete. | 320 | m2 | 14 ₹4,480 | 12.5 ₹4,000 | 12 ₹3,840 Lowest | 12 ₹3,840 Lowest | 150 ₹48,000 | 18 ₹5,760 |
| 3.00 | Water washing with high pressure for removal of lime leaching and fungus formation in the D/S face of Dam under hanging condition as per specification including cost of all materials, labour charges, T&Ps required for the work scaffolding, etc., complete Wherever required as per instruction of Engineer in-charge at site. | 1,430 | m2 | 284 ₹4,06,120 Lowest | 390 ₹5,57,700 | 370 ₹5,29,100 | 365 ₹5,21,950 | 450 ₹6,43,500 | 485 ₹6,93,550 |
| 4.00 | Drilling bore holes (Exploratory/Normal) in concrete/stone masonry portions of dam at various elevations using electrically driven hydraulic operated diamond drill using 50 NX bit after determining the grout curtain area and to determine the rock mass, permeability, etc; through exploratory bore hole samples for further grouting including cost of mobilization and de- mobilization of men and machineries, pump, water line and erection with all leads, lifts, etc., complete. | 1,000 | RM | 2,930 ₹29,30,000 | 2,650 ₹26,50,000 | 2,390 ₹23,90,000 | 2,333 ₹23,33,000 Lowest | 3,500 ₹35,00,000 | 2,750 ₹27,50,000 |
| 5.00 | Washing and cleaning the grout holes by means of sending water and air at different pressure until the return water turns out to be of the same character as the original water inserted without any foreign materials complying with technical qualification and as direced by the Engineer in charge of the work. | 1,000 | RM | 104 ₹1,04,000 Lowest | 157 ₹1,57,000 | 160 ₹1,60,000 | 155 ₹1,55,000 | 150 ₹1,50,000 | 150 ₹1,50,000 |
| 6.00 | Conducting water permeability test in 50 mm dia holes in random rubble masonry portion in the drilled holes at different elevation in stage using packer method at required pressures in each elevation including cost of all assembly and other charges of labour and machinery complying with technical qualifications and as directed by the Engineer-in-charge of the work. | 1,000 | RM | 176 ₹1,76,000 Lowest | 255 ₹2,55,000 | 234 ₹2,34,000 | 233 ₹2,33,000 | 700 ₹7,00,000 | 225 ₹2,25,000 |
| 7.00 | Grouting 50 mm Dia grout holes (Exploratory/ Normal) up to bottom level at different stages or as directed by the Engineer-in-charge of the work for grouting in masonry portion in the drilled holes of different elevation in stages using packer method of required pressure in each elevation using fine cement of Blaines value greater than 625 cm2/g and 98% passing 30 micron seive with 5% Bentonite including cost of cement grouting assembly and other charges of labours and machinery as directed by the Engineer-in-Charges of the work and complying with technical specification. During the process of grouting, the drainage holes in the vicinity of the grout hole being grouted have to be continuously jet washed by the agency during the grout work. | 50,000 | kg | 12.2 ₹6,10,000 Lowest | 15 ₹7,50,000 | 20 ₹10,00,000 | 21 ₹10,50,000 | 16 ₹8,00,000 | 19 ₹9,50,000 |
| 8.00 | Reaming the existing vertical drainage shaft to the entire depth by rotary drilling from the top of the dam to the drainage gallery level including cost of machineries , equipements, consumables, other materials required for the work , labour charges for operation and cleaning the drill holes, transport charges for machinery from one place to another place, water charges, all leads, lift etc complete. | 3,020 | RM | 1,850 ₹55,87,000 Lowest | 2,100 ₹63,42,000 | 2,248 ₹67,88,960 | 2,200 ₹66,44,000 | 2,500 ₹75,50,000 | 2,145 ₹64,77,900 |
| 9.00 | Reaming the existing foundation shaft to the entire depth by rotary drilling from the drainage gallery to the required level including cost of machineries , equipements, consumables, other materials required for the work , labour charges for operation and cleaning the drill holes, transport charges for machinery from one place to another place, water charges, all leads, lift etc complete. | 730 | RM | 2,003 ₹14,62,190 Lowest | 2,740 ₹20,00,200 | 2,800 ₹20,44,000 | 2,600 ₹18,98,000 | 2,800 ₹20,44,000 | 2,700 ₹19,71,000 |
| 10.00 | Removal of calcination below vertical shafts wall and floor in the inspection gallery including cost of labour, lead, lift, transporting the debris away from the site etc., complete. | 580 | m2 | 86 ₹49,880 | 83 ₹48,140 Lowest | 96 ₹55,680 | 93 ₹53,940 | 250 ₹1,45,000 | 133 ₹77,140 |
Tender Value
Refer Docs
EMD Value
₹3 L
Closing Date
14 Feb 2025, 2:00 pmClosed
The Chief Engineer/Civil/DRIP,TNGECL/HQ
The Chief Engineer/Civil/DRIP,TNGECL, III Floor Eastern wing, NPKRR Maaligai,144, Anna Salai,Chennai 600002
Dam Rehabilitation And Improvement works in Kadamparai dam (DRIP works based on recommendations of SMEC/CPMU consultant/ New Delhi), PART A - Package I in Kadamparai Generation circle, Coimbatore(dt), TamilNadu under World Bank funded DRIP (Phase II
2025_EBMDB_517409_1
DRIP II/CE/C/DRIP/PD/SPMU/NCB No.02/2024-25
Open Tender
Civil Works - Others
Item Rate
540 days
Kadamparai
As per Specification
5 documents required · 5 mandatory
₹0
₹3 L
Yes
24 Sept 2025
10 Jan 2025
14 Feb 2025
10 Jan 2025
14 Feb 2025
11 Jan 2025
10 Jan 2025 - 22 Jan 2025
Amount
Clearing scrub jungle and disposed away from site including cost of all materials, labour ,lead lift, etc complete.
Clearing heavy/Juliflora jungle with uprooting and disposed away from site including cost of all materials, labour ,lead lift , etc complete.
Water washing with high pressure for removal of lime leaching and fungus formation in the D/S face of Dam under hanging condition as per specification including cost of all materials, labour charges, T&Ps required for the work scaffolding, etc., complete Wherever required as per instruction of Engineer in-charge at site.
Drilling bore holes (Exploratory/Normal) in concrete/stone masonry portions of dam at various elevations using electrically driven hydraulic operated diamond drill using 50 NX bit after determining the grout curtain area and to determine the rock mass, permeability, etc; through exploratory bore hole samples for further grouting including cost of mobilization and de- mobilization of men and machineries, pump, water line and erection with all leads, lifts, etc., complete.
Washing and cleaning the grout holes by means of sending water and air at different pressure until the return water turns out to be of the same character as the original water inserted without any foreign materials complying with technical qualification and as direced by the Engineer in charge of the work.
Conducting water permeability test in 50 mm dia holes in random rubble masonry portion in the drilled holes at different elevation in stage using packer method at required pressures in each elevation including cost of all assembly and other charges of labour and machinery complying with technical qualifications and as directed by the Engineer-in-charge of the work.
Grouting 50 mm Dia grout holes (Exploratory/ Normal) up to bottom level at different stages or as directed by the Engineer-in-charge of the work for grouting in masonry portion in the drilled holes of different elevation in stages using packer method of required pressure in each elevation using fine cement of Blaines value greater than 625 cm2/g and 98% passing 30 micron seive with 5% Bentonite including cost of cement grouting assembly and other charges of labours and machinery as directed by the Engineer-in-Charges of the work and complying with technical specification. During the process of grouting, the drainage holes in the vicinity of the grout hole being grouted have to be continuously jet washed by the agency during the grout work.
Reaming the existing vertical drainage shaft to the entire depth by rotary drilling from the top of the dam to the drainage gallery level including cost of machineries , equipements, consumables, other materials required for the work , labour charges for operation and cleaning the drill holes, transport charges for machinery from one place to another place, water charges, all leads, lift etc complete.
Reaming the existing foundation shaft to the entire depth by rotary drilling from the drainage gallery to the required level including cost of machineries , equipements, consumables, other materials required for the work , labour charges for operation and cleaning the drill holes, transport charges for machinery from one place to another place, water charges, all leads, lift etc complete.
Removal of calcination below vertical shafts wall and floor in the inspection gallery including cost of labour, lead, lift, transporting the debris away from the site etc., complete.
Removal of calcination from the inspection gallery gutter portion in the floor including cost of labour, lead, lift, transporting the debris away from the site etc., complete.
Supply, fabrication and fixing in position of Aluminum 6063 black colour V-notch at different locations I D/S of dam including cost of all materials such as steel plate, concreting, smooth finishing of surface, labour, lead, lift, etc, complete.
GST for bidders within TamilNadu Note : Bidders within Tamil Nadu shall enter values separately for SGST and CGST and shall enter the value as "Zero" for IGST.
GST for bidders outside TamilNadu Note: Bidders outside Tamil Nadu shall enter value only for IGST and shall enter the value as "Zero" for SGST and CGST
stanely hitech construction company private limited (BID ID -1249876)
VRR CONSTRUCTION (BID ID -1249887)
K.RAJAGOPALAN AND CO (BID ID -1250113)
EMARALD CONSTRUCTIONS (BID ID -1234959)
APAAR INFRATECH PVT. LTD. (BID ID -1243997)
Bidder Name
stanely hitech construction company private limited
Sp Constructions
K.RAJAGOPALAN AND CO
VRR CONSTRUCTION
EMARALD CONSTRUCTIONS
APAAR INFRATECH PVT. LTD.
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