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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹17.0 L (14.8%)Admitted-Finance PLOT NO 5 SATHYAM GARDEN UYIRIYAL POONGA ROAD GORIMEDU SALEM 636 008 | SALEM | SALEM | TAMIL NADU | 636008 | ₹1.3 Cr+₹17.0 L (14.8%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical BQR not satisfied |
| 4 | Rejected-Technical NO 15A NETHAJI NAGAR 8TH STREET ENNORE HIGH ROAD CHENNAI 600057 | CHENNAI | CHENNAI | TAMIL NADU | 600057 | - | - | Rejected-Technical BQR conditions not satisfied |
| 5 | Rejected-Technical NO 2 98 TRICHY MAIN ROAD PIDAGAM POST VILLPURAM TALUK 605401 | PIDAGAM | VILLUPURAM | TAMIL NADU | 605401 | - | - | Rejected-Technical BQR not satisfied |
| Sl No | Description | Qty | Unit | M/s.Vetriconstructions L1 | RAJ ENGINEERING CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m for Hard gravelly soil | 644 | 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 | 92 | 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 | 92 | 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 | 46 | 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 | 46 | m3 | - | - |
| 6.00 | Laying of PCC 1:3:6 mix using 40 mm HBG machine crushed metal for foundation concrete without form work,including cost of all labour,materials ,lead ,lift ,curing etc.complete | 195 | m3 | - | - |
| 7.00 | RCC 1:1.5:3, using 12 to 20 mm HBG machine crushed metal with formwork 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.for raft beam | 140 | m3 | - | - |
| 8.00 | RCC 1:1.5:3, using 12 to 20 mm HBG machine crushed metal for works with formwork 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. for plinth beams | 65 | m3 | - | - |
| 9.00 | RR masonry in CM 1:5 mix, using good quality stone for foundation and basement including cost of all materials, lead, lift and curing etc., complete and as directed by the Engineer-in-charge at site. BELOW GL | 641 | m3 | - | - |
| 10.00 | RR masonry in CM 1:5 mix, using good quality stone for foundation and basement including cost of all materials, lead, lift and curing etc., complete and as directed by the Engineer-in-charge at site.Above GL | 615 | m3 | - | - |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
18 Dec 2019, 2:30 pmClosed
CE/TP-I/CHN
A-10, Thir.vi.ka Industrial Estate, Guindy, Chennai -32.
Construction of compound wall with RR Masonry and Barbed wire fencing arrangements with Y angle at Nallur 230/110KV SS (P.VelLur)
2019_EB_147776_1
TP1-069/2019-20
Open Tender
Civil Works
Works
120 days
NALLUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.2 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 1:3:6 mix using 40 mm HBG machine crushed metal for foundation 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 with formwork 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.for raft beam
RCC 1:1.5:3, using 12 to 20 mm HBG machine crushed metal for works with formwork 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. for plinth beams
RR masonry in CM 1:5 mix, using good quality stone for foundation and basement including cost of all materials, lead, lift and curing etc., complete and as directed by the Engineer-in-charge at site. BELOW GL
RR masonry in CM 1:5 mix, using good quality stone for foundation and basement including cost of all materials, lead, lift and curing etc., complete and as directed by the Engineer-in-charge at site.Above GL
Laying of PCC 1:2:4 mix using 12- 20mm downgraded HBG machine crushed metal for coping without form work, cost of all labour, materials, lead, lift, curing etc. complete as per standard specification.
Brickwork in cm 1:3, 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 using 20mm thick including cost of all materials, labour, lead, lift etc complete and as directed by the Engineer-in-charge at site.
Plastering with cm 1:3 mix using 12mm thick including cost of all materials, labour, lead, lift etc complete and as directed by the Engineer-in-charge at site.
Raised pointing with CM 1:3, for RR walls including cost of cement, all materials, labour, lead, lift and curing etc., complete and as directed by the Engineer-in-charge 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.
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 G I .barbed wire of 12 gauge ,2 ply with 4 pointed 75mm a post confirming to IS278 /1982 and laying, tensioning 4 rows in horizontally for one spanof 4.5m interval as per drawing includingcost of all materials ,labour charges for tying ,cost of binding wire, hire charges for T&P, lead ,lift, etc complete, and as per instruction of Engineer at site.
Suplying, fabricating and fixing in position of MS angle 50x50x6mm & 65x65x6mm making Y angle to fix the barbed wire fencing including cost of all materials, all labour,lead, lift, etc. and cost of red-oxide primer and two coats of approved enamel paint etc., complete as directed by the engineer at site.
Fabrication, supplying and erection of M.S. grill for ornamental gate, as per standard specification approved by the engineer at site including cost of all materials, welding, painting with two coats of enamel paint over one coat of red oxide primer including cost of all materials, labour, lead, lift, etc. complete.
Engraving the name of Substation over entrance wing wall in both Tamil and English using cement plastering and providing borders, colouring with emulsion paints etc., including cost of all material, labour, lead, lift etc., complete
Providing projected border of 10cm width on top of wall in CM 1:3, 12mm thick including cost of all material labour, lead, lift, curing etc., complete.
Supplying and fixing of GI chain link fencing of size 50x50mm using 10 Gauge Galvanised Iron Wire, 1.80m ht including cost of all materials, labour, lead, lift etc.complete and as directed by the Engineer-in-charge at site.
GST for bidders within TamilNadu
GST for bidders outside TamilNadu (IGST)
RAJ ENGINEERING CONTRACTOR
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