Odisha Bridge And Construction Corporation Limited Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 11,200Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_OBCC_70578_1Bid Award Id
ViewTender No
20/Tender/OBCC/2021-22Tender Authority
Odisha Bridge And Construction Corporation Limited ViewPurchaser Address
-Website
http://https://mdobcc.in/
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BOQ Items
Supplying , installation and commissioning of energy saving 110W LED confirming to IP65 protection for optical compartment with high power LED and inbuilt driver with efficiency 0.85 and having surge protection device, colour temp. 5700K.MAKE : (crompton, homedec, bajaj, philips, siska, wipro or equivalent) 120W LED complete with all connection as per direction of EIC (Heritage road).
20
-
21888.25
Supply delivery , laying , testing complete as required & as per the direction of Engineer-in-charge of 4 x 16sqmm AI. Ar PVC cable (Make- Havels/ Nicco/ Finolex / Polycab or equivalent). The cable shall have ISI marking and name of the manufracturer on the body of the cable as per technical secification and IS rule.
2200
-
177.76
Supply and laying of 40mm Dia HDPE pipe including required socket for cable laying in normal soil(for protection of the above size cable).
1804
-
92.07
Supply and fixing of feeder pillar made out from 20 gauge thick C.R. sheet with IP55 protection duly painted/power coated grey having 100 Amp TPN MCB as incomer, 3 no. 40 Amp contactor, timer, indication lamps and bus bar arrangement system with surge protection 40KA and multimeter, over voltage protection, feeder panel size 525(H) * 400(W)*250(D)mm system. Voltage: 415V, 100Amp TPN, 50 Hz supply. Type: outdoor type, standard mounting dust and vermin proof, IP55. Construction: fabrication out of 20 SWG CRCA sheet steel. Paint: panel will have power coat finished to shade SIMENS GREY RAL 7032 after free treatment and stand black enamel paint. Cable tray entry: bottom(detachable gland plate). Cable size: for power 70 sq.mm/50 sq.mm, (black/grey) for branches- 6 sq.mm (black/grey). Labels: Aluminium Anodized, stand: 40*40 Ms Angle as per direction of engineer in charge.
3
-
40351
Supplying , installation testing and commissioning of GI coil earthing including exavation of earth pit in all kinds of soil/rock filling with charcoal & salt connections to earthing studs/ bolt of the pole complete including supply of all materials.
80
-
167.66
Supplying and laying, testing and commissioning of 3.5 core 35sq mm PVC insulated Ar. AI. Cable from neareast electrical power distribution panel to street light control panel by making cable trench completeed as reqd. & as per site engineer instruction,technical specification & IS rule.
120
-
289.87
Supply of all materials like cable lugs & cable glands etc as required and termination of above cable complete as reqd. & as per site engineer instruction & technical specification.
6
-
299.97
Supplying , installation and commissioning of earthing complete with 4.5 mtr x 40-mm dia GI perforated earth electrode complete with inspection chamber and cover as per technical specification & site engineer instruction (2 Nos for each street light pannel)
6
-
3664.27
Supply & laying of 40mm size (M) G.I pipe for cable passing through the road with necessary fittings as required as per direction of EIC.
30
-
291.89
Supply, laying & termination of number 6 swg GI wire for earth connection of each of the street light pole complete as required and as per site Engineer instruction and technical specification.
160
-
75.75
Supply, laying & termination of number 25mm x 6mm GI earth strip ISI marked at 0.5 mtr ground level as a strip earth electrode including soldering etc as required as per the direction E.I.C and technical specification
75
-
75.75
Earthwork in excavation of foundation and trench in hard soil with all leads and lifts including dressing and leveling the bed etc as per direction of Engineer-in-charge. pit =(1.2 x 1.2 x 1.75) X 80=201.6 cum Trench Cutting 1804.00 m X 0.60m X 0.50m =541.20 cum Total-742.80 cum
742.8
-
186.39
Filling foundation and plinth with sand well watered and rammed including cost carriage royalty etc complete. Pit=1.2 x 1.2 x 0.1=0.144 cum Back filling =0.6 x 0.6 x 1.25=0.450 cum 0.2 x 0.2 x 0.3=0.012cum Total-(0.606) X 80= 48.48 cum Filling Trench with sand 1804.00 m X 0.60 m X 0.45 m=487.08 cum Total-535.56 cum
535.56
-
274.44
Plain cement concrete 1:3:6 using 40mm size hard granite metal in foundation and trench including cost , carraiage royalty etc. complete. Pit=(1.20 X 1.20 X 0.1)X 80=11.52 cum PCC in trench 1804.00 m X 0.60m X 0.10m=108.24 cum Total=119.76 cum
119.76
-
4598.39
RCC 1:1.5:3 with 12 mm size black hard crusher broken granite chips including watering and curing including cost carriage royalty of all materials and labour t&p etc. complete. 1.00 x 1.00 x 0.3=0.30 cum 0.60 x 0.60 x 1.85=0.666 cum -----------------Total=0.966 x 80 =77.28 cum CC in trench 1804.00 m X 0.60 m X 0.20m=216.48 cum Total=293.76 cum
293.76
-
6603.71
Providing supplying HYSD MS bar including cutting, bending , binding and tying the bars and placing in position including all cost of materials and labours etc. complete. Base jally=10mm tor=38.40 Rm =23.80 kg Coloum=16mm tor =21.20 Rm =33.50 kg Stirup1=8mm tor=30.72 Rm Stirup2=8mm tor=21.90 Rm Total=30.72+21.90=52.62 Rm=20.52 kg Total-77.82 kg/ each pole Total steel for 80 nos of pole=80 x 77.82=6225.60 kg or 62.25 Qtl
62.25
-
6808.82
Dismentalling cement concrete and removing the debrises away from work site within a lead of 50m. 2200m X 0.60 m X 0.25m =330.00 cum
330
-
577.96
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