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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance PLOT NO 5 SATHYAM GARDEN UYIRIYAL POONGA ROAD GORIMEDU SALEM 636 008 | SALEM | SALEM | TAMIL NADU | 636008 | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 Cr+₹25.7 L (12.2%)Admitted-Finance 7 145 MALLIKUNDAM PO MECHARI VIA MALLIKUNDAM VIA METTUR TK SALEM DT | ₹2.4 Cr+₹25.7 L (12.2%) | L2 | Admitted-Finance |
| 3 | L3₹2.4 Cr+₹30.6 L (14.6%)Admitted-Finance | ₹2.4 Cr+₹30.6 L (14.6%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical BQR not satisfied |
| 5 | Rejected-Technical NO 15A NETHAJI NAGAR 8TH STREET ENNORE HIGH ROAD CHENNAI 600057 | CHENNAI | CHENNAI | TAMIL NADU | 600057 | - | - | Rejected-Technical BQR not satisfied |
| Sl No | Description | Qty | Unit | RAJ ENGINEERING CONTRACTOR L1 | M s Kumaresan and co L2 | M/s.Vetriconstructions L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m for Hard gravelly soil | 1,904 | m3 | - | - | - |
| 2.00 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m for SDR not requring blasting | 272 | m3 | - | - | - |
| 3.00 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m for MR and DMR not requring blasting | 272 | m3 | - | - | - |
| 4.00 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m for Hard rock requring blasting | 136 | m3 | - | - | - |
| 5.00 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m for Hard rock requiring wedging and chesseling | 136 | m3 | - | - | - |
| 6.00 | Laying of PCC 1:3:6 mix using 20mm HBG machine crushed metal for foundation matt concrete without form work including cost of all labour,materials ,lead ,lift ,curing etc.complete | 220 | m3 | - | - | - |
| 7.00 | Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 1,130 | m3 | - | - | - |
| 8.00 | Providing concrete road with R.C.C 1:1.5:3 , using 12 to 20 mm HBG metal including cost of materials lead and lifts ,curing etc.complete. (But excluding the cost of steel reinforcement) | 565 | m3 | - | - | - |
| 9.00 | Providing expansion joint for road concrete as per specification in both direction using prevalid asphaltics pad 20 mm thick to full width and depth of 150mm thick plastering with CM 1:3, 20 mm thick including cost of cement, all materials, labour, curing, all leads, and lifts, etc., complete.as per standard specification. | 2,150 | Rm | - | - | - |
| 10.00 | RCC 1:1.5:3, using 12 to 20 mm HBG machine crushed metal for matt concrete (cable duct) without formwork including cost of cement and all lead, lift , curing etc., complete but excluding cost of steel reinforcement. | 257 | m3 | - | - | - |
Tender Value
₹2.6 Cr
EMD Value
₹2.6 L
Closing Date
18 Dec 2019, 2:30 pmClosed
CE/TP-I/CHN
A-10, Thiru.vi.ka Industrial Estate, Guindy, Chennai -32.
Construction of RCC Cable duct, Road, Culvert, Drainage in proposed Nallur 230 / 110 KV SS at P.vellur.
2019_EB_147769_1
TP1-067/2019-20
Open Tender
Civil Works
Works
120 days
NALLUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹2.6 L
Yes
19 Feb 2020
19 Nov 2019
19 Dec 2019
19 Nov 2019
18 Dec 2019
19 Nov 2019
Amount
Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m for Hard gravelly soil
Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m for SDR not requring blasting
Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m for MR and DMR not requring blasting
Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m for Hard rock requring blasting
Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m for Hard rock requiring wedging and chesseling
Laying of PCC 1:3:6 mix using 20mm HBG machine crushed metal for foundation matt concrete without form work including cost of all labour,materials ,lead ,lift ,curing etc.complete
Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Providing concrete road with R.C.C 1:1.5:3 , using 12 to 20 mm HBG metal including cost of materials lead and lifts ,curing etc.complete. (But excluding the cost of steel reinforcement)
Providing expansion joint for road concrete as per specification in both direction using prevalid asphaltics pad 20 mm thick to full width and depth of 150mm thick plastering with CM 1:3, 20 mm thick including cost of cement, all materials, labour, curing, all leads, and lifts, etc., complete.as per standard specification.
RCC 1:1.5:3, using 12 to 20 mm HBG machine crushed metal for matt concrete (cable duct) without formwork including cost of cement and all lead, lift , curing etc., complete but excluding cost of steel reinforcement.
RCC 1:1.5:3, using 12 to 20 mm HBG machine crushed metal with formwork for walls including cost of cement and all lead, lift , curing etc., complete but excluding cost of steel reinforcement. (By using mixer machine and vibrators) and as directed by the Engineer-in-charge at site.
RCC 1:1.5:3, using 12 to 20 mm HBG machine crushed metal with formwork for cast in-situ slabs including cost of cement and all lead, lift , curing etc., complete but excluding cost of steel reinforcement. (By using mixer machine and vibrators) and as directed by the Engineer-in-charge at site.
Supplying and fabricating and placing in position of MS/RTS steel reinforcement for RCC works including labour for cutting , bending , tying and fixing in position as per specification including cost of all materials ,lead ,lift ,labour ,cost of binding wire etc.comlete and as directed by the Engineer-in-charge at site.
Providing pipe line for laying cable to breaker plinths with 110 mm dia PVC pipe 6 kg/cm2 including all specials and cost of all material, lead, lift, etc., complete as per standard specification and as directed by the Engineer-in-charge at site.
Labour charges for transporting of all types of cable duct cover slab to working site to curing tank, curing tank to keeping them alignment in position including lead, lift etc., complete
Disposal of Excess of surplus earth away in low lying area with a lead of 100 Mts including spreading and levelling labour, lead, lift as per standard specification, etc., complete.
Colour washing 2 Coats over a base coat of primer using Exterior weather coat using Asian APEX or Equivalent of approved Brand, quality and colour for outer surfaces including cost of all labours to work at all levels cost of materials brushes, scaffolding charges etc. complete complying with standard specification and and as directed by the Engineer-in-charge at site.
Supplying, fabricating in GI angle/flats including cost of MS angle ,Flats , as per drawing and specification and galvanising ,placing in position , including cost of all materials, galvanizing charges , transportation, labour, lead, lift etc complete as directed by the dept. Engr at site
Labour charges for cutting GI/MS angles to required length and fixing and keeping in cable duct including all leads,lifts, etc complete.
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M s Kumaresan and co
M/s.Vetriconstructions
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