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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance PLOT NO 5 SATHYAM GARDEN UYIRIYAL POONGA ROAD GORIMEDU SALEM 636 008 | SALEM | SALEM | TAMIL NADU | 636008 | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.6 Cr+₹25.5 L (11.0%)Admitted-Finance 7 145 MALLIKUNDAM PO MECHARI VIA MALLIKUNDAM VIA METTUR TK SALEM DT | ₹2.6 Cr+₹25.5 L (11.0%) | L2 | Admitted-Finance |
| 3 | L3₹2.7 Cr+₹42.5 L (18.3%)Admitted-Finance | ₹2.7 Cr+₹42.5 L (18.3%) | 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 | 1,666 | m3 | - | - | - |
| 2.00 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m for Soft disintegrated rock not requring blasting | 238 | 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 | 238 | 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 | 119 | 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 | 119 | m3 | - | - | - |
| 6.00 | Laying of PCC 1:4:8mix using 40mm 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 | RCC 1:1.5:3, using 12 to 20 mm HBG machine crushed metal for plinth and other works without formwork including cost of cement and all lead, lift , curing etc., complete but excluding cost of steel reinforcement. | 252 | m3 | - | - | - |
| 8.00 | RCC 1:1.5:3, using 12 to 20 mm HBG machine crushed metal with formwork for Footing 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. | 280 | m3 | - | - | - |
| 9.00 | RCC 1:1.5:3, using 12 to 20 mm HBG machine crushed metal with formwork for plinth 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. | 624 | m3 | - | - | - |
| 10.00 | RCC 1:1.5:3, using 12 to 20 mm HBG machine crushed metal with formwork for wall 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. | 130 | m3 | - | - | - |
Tender Value
₹2.8 Cr
EMD Value
₹2.8 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 Structural plinth,retaining wall around yard,transformer plinth,fire protection wall,oil sump and metal spreading at Nallur 230/110KV SS
2019_EB_147765_1
TP1-066/2019-20
Open Tender
Civil Works
Works
120 days
NALLUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹2.8 L
Yes
23 Jan 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 Soft disintegrated rock 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 1:4:8mix using 40mm HBG machine crushed metal for foundation matt concrete without form work including cost of all labour,materials ,lead ,lift ,curing etc.complete
RCC 1:1.5:3, using 12 to 20 mm HBG machine crushed metal for plinth and other works 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 Footing 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 plinth 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 wall 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 Beam 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 Roof 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 Anchor /Grip rod for foundation in the rock surface with drilling of 40 mm dia holes and fixing of 25 mm dia RTS rod 1.5m length inside the holes and 1m length out side the holes with L shape bending including cost of all materials labour lead lift etc complete.
Supply and fixing of 90 lbs rails in transformer plinth including cost of material and fixing charges etc complete and as directed by the Engineer-in-charge at site.
Re- Filling in foundation and basement with excavated earth in layers not more than 15 cm thick well rammed and watered consolidated etc complete as per standard specification
Transporting the surplus excavated earth, debris etc away from the site to a lead of 5km including cost of all lead, lift, conveyance , loading, unloading etc. complete
Brickwork in cm 1:4, using good quality chamber brick of size 23x11x7 cm including cost of all materials labour, lead, lift, curing and Transporting charges etc complete and as directed by the Engineer-in-charge at site.
Plastering with CM 1:3, mix 12mm thick for inside and outside walls including all cost labour materials lead lift etc complete and as directed by the Engineer-in-charge at site.
Fabriaction, galvanising and supply of foundation bolts of various sizes and nuts with 2 nos. washer in Galvanized Steel including 10 cm L at bottom and 15 cm threading with 2 nuts and washers at top including cost of all materials, labour, lead, lift etc. complete.as directed by the dept. Engineer at site
Fabrication of Template and assembling in correct position for various equipment plinth and grouting the foundation bolts including cost of all materials, labour, lead, lift etc. complete.as directed by the dept. Engineer at site
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.
Providing pipe line for laying RCC Wall 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.
Supplying and spreading of stone dust -5 CM including cost of all materials , lead , lift watering and levelling the surface etc., complete
Supplying and spreading of metal jelly of size 20 mm thickness of 15 cm over stone dust including cost of all materials , lead , lift watering and levelling the surface etc., complete
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GST for bidders outside TamilNadu (IGST)
M s Kumaresan and co
M/s.Vetriconstructions
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