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Provision Of Gst Faculty Building And Development Of Associated Outdoor And Field Training Infrastructure At E Iti Stn Jalahalli, jalahalli-Karnataka

Military Engineer Services-MES has published Provision Of Gst Faculty Building And Development Of Associated Outdoor And Field Training Infrastructure At E Iti Stn Jalahalli. Submission Date for this Tender is 25-05-2023. Building Work Tenders in jalahalli Karnataka. Bidders can get complete Tender details and download the document.




Tender Notice

37246271
Corrigendum : Provision Of Gst Faculty Building And Development Of Associated Outdoor And Field Training Infrastructure At E Iti Stn Jalahalli
Open Tender
Indian
Karnataka
jalahalli
25-05-2023

Tender Details

Provision Of Gst Faculty Building And Development Of Associated Outdoor And Field Training Infrastructure At E Iti Stn Jalahalli

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 01-May-2023 Date postponed Date 13-05-2023
2 03-May-2023 85251/E8 Other 13-05-2023
3 13-May-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 20-05-2023
4 20-May-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 25-05-2023

Key Value

Document Fees
INR 1000 /-
EMD
INR 197000.0 /-
Tender Value
INR 1.22 Crore /-

BOQ Items

NAME OF WORK:PROVN OF GST FACCULTY BUILDING AND DEVELOPMENT OF ASSOPCIATED OUT DOOR AND FIELD TRAINING INFRASTRUCTURE AT E&ITI STN JALAHALLI
Sl. No. Item Description
1GENERALSUMMARY Note:Schedule ‘A’ Part I to X are prepriced by MES under Ser No. 2to 9 Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only.
2Lumpsum price worked out by the contractor for “Building Work” as listed in Schedule ‘A’ Part-I representing **______________% (_______________________)* above/below the lumpsum price of Rs 48,00,000.00 inserted by MES for Schedule "A" Part-I.
3Lumpsum price worked out by the contractor for “Site Clearance ” as listed in Schedule ‘A’ Part-II representing **______________% (_______________________)* above/below the lumpsum price of Rs 17,130.30 inserted by MES for Schedule "A" Part-II.
4Lumpsum price worked out by the contractor for “Internal water supplyl” as listed in Schedule ‘A’Part–III representing **______________% (_______________________)* above/below the lumpsum price of Rs 7,081.30 inserted by MES for Schedule "A" Part-III.
5Lumpsum price worked out by the contractor for “Internal Electrification” as listed in Schedule ‘A’Part–IV representing **______________% (_______________________)* above/below the lumpsum price of Rs 3,31,921.90 inserted by MES for Schedule "A" Part-IV.
6Lumpsum price worked out by the contractor for “External water supplyl” as listed in Schedule ‘A’Part–V representing **______________% (_______________________)* above/below the lumpsum price of Rs 16,982.34 inserted by MES for Schedule "A" Part-V.
7Lumpsum price worked out by the contractor for “External Electrification” as listed in Schedule ‘A’Part–VI representing **______________% (_______________________)* above/below the lumpsum price of Rs 1,66,223.47 inserted by MES for Schedule "A" Part-VI.
8Lumpsum price worked out by the contractor for “Training Shed” as listed in Schedule ‘A’Part–VII representing **______________% (_______________________)* above/below the lumpsum price of Rs 31,47,134.02inserted by MES for Schedule "A" Part-VII.
9Lumpsum price worked out by the contractor for “Path” as listed in Schedule ‘A’Part–VIII representing **______________% (_______________________)* above/below the lumpsum price of Rs 7,96,489.55inserted by MES for Schedule "A" Part-VIII.
10Lumpsum price worked out by the contractor for “Sewage Disposal” as listed in Schedule ‘A’Part–IX representing **______________% (_______________________)* above/below the lumpsum price of Rs 1,59,947.03inserted by MES for Schedule "A" Part-IX.
11Lumpsum price worked out by the contractor for “Obstacle Cource” as listed in Schedule ‘A’Part–X representing **______________% (_______________________)* above/below the lumpsum price of Rs 12,75,014.51inserted by MES for Schedule "A" Part-X.
12SCHEDULE `A" PART - XIMISCELLANEOUS ITEMSare not prepriced by MES and prepriced rates indicates 0.0 under column 5 signified this fact only. Bidder shall insert their rates in Green filed under Col-6.
13S&FPVC waste pipe 32mm bore for WHB and all as specified and directed.
14Material and labour PVC Conduits with all fittings of size 20 mm dia all as specified and direcetd by engineer in charge .
15M&Learthing complete with galvanised steel pipe electrode of size 40 mm bore,medium grade,2.5 meter length, burried directly in ground in bore 350 mm dia verticalIy to a depth not less 3.2 meter below ground level with top edge of the pipe not less than 60 cm below normal ground level connected to galvanised earth lead wire 4.0mm dia by meanswith bolts, nuts check nuts and washers protected by Gl light grade pipe of size 15 mm dia and connecting up with the DB as the case may be upto a maximum distance of 7.5m away from the earth electrode including test point junction, excavation, earthwork, PCC Chamber, RCC Cover(Yellow painted) with handle , watering pipe 20mm dia GI Medium grade with funnel and wire mesh, Charcoal dust , salt,Mild steel Earth markerwith earthing result ,dateall as per plate no.2 of SSR 1991 and as directed by Engineer in charge.Note:-Boring charges are included in the above quoted rates .
16Supply and fix esteem wall mounted fan,400 mm sweep, 230/240 volt AC, complete including connecting and testing as specified and directed.
17Supply and fix MCB SPN 40 Amps, 240 volt 10 KA C Curve as specified and directed.
18M&L earthing complete with GI earth plate electrode 60x60cmx3.15mm burried directly in ground (earth pit not less 2.25 meter deep below ground level) with top edge of the plate not less than 1.5 meters below normal ground level connected to galvanised earth lead wire 4.0mm dia by meanswith bolts, nuts check nuts and washers of copper all as shown in electricplate no.2 of SSR 1991 connected to earthing test point including excavation/earthwork in any type of soil, removing of surplus soil , watering pipe 20mm dia GI medium grade with funnel, PCC 1:3:6 type C1 chamber with RCC 1:2:4 type B1 in cover slab with GI protection pipe including testing all as directed by Engineer in charge.
19M& L for Spreading ribbed soil in trenches as in cable cushioning all as per IS 1255-1983and as directed.Note :- Excavated approved soil shall be ribbed by using sieve to separate composite particles etc as per IS and refiiling in trenches before laying of cable all as specified and directed
20Supply and fix PVC cable loop box, size not less than 200 mm x 140 mm x 95 mm, out door type,duly fitted on bottom of RCC/ steel poles with suitable clamp, nuts, bolts & washers complete to accommodate and including one No of 6 Amps single pole MCB & suitable alumiium busbar of 3 phaseporcelain insulated connectors for incoming and outgoing connections all as specified and directed
21Supply & fix ofhigh power LED Street light fitting140 watt5000 k, IP>66 , IK>07 grey powder coated die cast aluminium housing , inbuilt energy efficent surge protected electronic driver, with all connected accessories all as specified and directed .
22Fabricate ,supply , installing, testing and commisioningof CPRI approved LT cubical panel boardOut door type >IP 65, fabricated out of 3.00 mm thick MS sheet with double door shutter and locking arrangements, including the following mentioned fittings complete all as specified and as directed comprising the following:- Note: 1)The Contractor Shall submit the drawing with sample of accessories for approval 2)Rates deemed to be included for suitable foundation ,cableterminationlugs and glands
23INCOMING
24(a) Aluminiumbusbar of capacity 120 Amps with eppoxy insulated supports 1 phase and neutral -1 set
25(b) MCB 63 Amps DP 10 KA C curve - 01 No
26(c )Digital Multifunction meter with acessories - 01 Nos
27(d)IndicatingLED lamp set of LED-01 nos- 01 Nos
28OUTGOING
29(a) MCB 5-32 Amps,DP Pole 10KA adjustable type - 3 Nos (2 O/G + 1 Spr)
30(b) Single phase timer with UV/OV protection and control circuit with Suitable contactor , Auto/Manual switch-01 Nos
31S&F insheet metal enclosure double doormade out of 2mm thick CRCA sheet duly power coated suitable for fixing/mounting MCB of 63A , 10 KA 2 pole conforming to IP>54 and fixed on angle iron frame/chanel of suitable size complete, aluminium bus bar ,floor mounted with PCC 1:2:4, type B1 platform of 30 cm height suitable nut bolts, washer etc. for grouting , and painting with power coated epoxy finish of approved colour over a coat of red oxide primersuitable to accomodate and including the following mentioned fittings with all fixing arangements all as directed.
32(a)Main incoming 63 Amps MCB02 pole, 10 KA - 01 nos
33(b) Electrolytic grade aluminium bus bar 120A rating for 1 phase and neutral including PVC colour coded sleves. - 01 Set
34(c) Insulators, wiring, bus bar sleeves, lugs, gland,sheet metal enclosure etc including complete wiring with suitable size of copper wire
35Material and labour for cutting of bituminious road/ hard standing/PCC path/wall up to a size not exceeding 150mmfor laying ofprotection pipe for cable including making good the disturbed road/hard standing by providing PCC (1:2:4) type B1, 40 mm grade crushed stone aggregate upto existing surface level or removing the any type of tiles carefully and refixing properly as per existing surface complete all as specified and as directed.
36Earthing complete with galvanised steel earth plate electrode of size 600 x 600 x 6 mm thick burried directly in ground vertically to a depth not less than 2.25 mtr below ground level with top edge of plate not less than 1.5 m below ground level connected to and including galvanised earth strip 25 x 4 mm (up or 7.5 mtr length) and GI pipe 40 mm light grade for protection of GI earth strip by means of bolts, nuts, checknuts and washers made out of galvanised iron and connected to earth test point as shown in electrical plate No. 3 of SSR Part-1-2009 and as specified or indicated and testing on completion including excavation and earth work any in type of strata available at site, PCC (1:3:6) type C-1 for earth chamber, precast RCC slab 50mm thick in cement concrete (1:2:4) type B-1 reinforced with welded steel wire fabric (xpm) weight not less the (4kg/sqm) funnel with GI watering pipe of 20mm bore medium grade, wire nuts and lugs complete all as speified and directed by Engr-in-charge.
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