Military Engineer Services-MES has published Provision Of Loading And Unloading Ramp For Earth Mover Plant Hard Standing And High Mast Light At 651 Epu At Nagrota Under Ge ( P ) Nagrota. Submission Date for this Tender is 11-02-2021. Street Lighting Tenders in NAGROTA Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 20-Jan-2021 | CORRIGENDUM NO 01 | Date | 04-02-2021 |
| 2 | 21-Jan-2021 | CORRIGENDUM NO 02 | BOQ | 04-02-2021 |
| 3 | 04-Feb-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 11-02-2021 |
| Name of Work : PROVISION OF LOADING AND UNLOADING RAMP FOR EARTH MOVER PLANT HARD STANDING AND HIGH MAST LIGHT AT 651 EPU AT NAGROTA UNDER GE (P) NAGROTA | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Design, fabrication, Supply , erection, testing and commissioning of 16 meter high mast post of steel in two sections suitable for 55 m/sec wind speed as per IS:875(Part-II) totally hot dipped galvanized as per IS 355 grade as per BS-EN 10025 with elevating/lowering platform type of thickness 3 mm at bottom & top of high mast pole and diameter at top not less than 150 mm and bottom not less than 360 mm & 20 side polygon standard for galvanisation as per BS EN ISO 1461 including opening at door at base of size with 1050 x 225 mm base plate of not less than 560 mm & thickness 25 mm suitable for mounting 8 Nos floodlight x luminaries in symmetrical arrangement including 450 mm dia luminaire carriage made of 40 NB ERW class B MS pipe welded in 2 sections and electrically operated raising lowering system comprising double drum winch, two continuous 5mm dia steel wire rope made of AISI 304, 7/19 of breaking capacity 1450 Kg , trailing cable of size 3 core 2.5 sqmm , connector, Integral power tool motor of capacity not less than 0.75 HP single speed one number, manual handle, junction box,lightning finial, lantern carriage, top pulley arrangement complete including design and construction of shallow foundation with RCC (M-20) grade concrete forn the high mast considering the safe soil bearing capacity at site as 10T per Sqm at 2Mtr depth with all material and labour, foundation bolt manufactured from special steel along with nuts, washer, anchor plate and commom template. ,power cables from Panel to top of High Mast cg mounting clamps and bolts, including errection and commissioning including earthing as per BIS and modern engineering practices including providing and fixing of lightening arrestor and LED type single dome aviation obstruction light complete all as specified . \nMake of high mast : BAJAJ ELECTRICALS LIMITED,CROMPTON GREAVES, HAVELLS, C&S ELECTRIC or equivalent from the makes given in particular specifications. | 1 | Each Job | |
| 2 | 2 | Supply, installing, testing and commissioning, factory made LT feeder pillar box (KIOSK), outdoor type, platform mounted, suitable for 415 volts 3 phase 4 wire, 50 Hz AC supply system, having bus bar chamber with insulated copper bus bars 400 Amps rating installed on porcelain insulators. The panel shall be dust and vermin proof, IP 65 class protection and made of 3.15mm CRCA MS sheet and 40x40x6mm thick angle iron frame work, externally powder coated finish over one coat of red oxide primer outside and two coats of red oxide primer on inside, front opening type, with aprons for cable entry, with double door shutter and locking arrangement (including provision of 65mm Godrej (Freedom) lock with 2 keys, internal wiring 2.5 Sqmm with PVC insulated, solid copper conductor, FRLS cables, IS-694 marked of adequate size. The scope of work includes the following:- \nIncoming :-\n(i) MCCBs TPN, 415 Volts grade, 63 Amps rating and 16 KA rupturing capacity : 01 No for incoming.\n(ii) Indicating lamps : 01 set of three. \n(iii) Digital Tmer switch with suitable size MCB & Contactor for automatic ON/OFF switching - 01 No. \n(iv) Luminaire carriage raising/lowering Push Button | 1 | Each Job | |
| 3 | 3 | NOTE for Srl Item No. 1 & 2 :-\n(i) Flood light luminaries and earthing shall be measured and paid separately.\n(ii)The excavation of soil, RCC & PCC work for foundation for High Mast Pole & LT Panel deemed to be included in the quoted rate of this items.\n(iii) The cost for design for reinforced cement concrete foundation shall be born by the contractor and no extra amount will be paid to the contractor on this account.\n(iv) The cost for complete Tools & Plants for errecting High Mast Pole & fixing of Luminaires shall be borne by the contractor and no extra shall be admissible on this account. | |||
| 4 | 4 | S&F LED flood light luminaire IP 65 Pressure die cast aesthetically designed with better thermal management 150 to 170 watt with 5 KV surge protection complete all as specified and as directed. \nMake : - Crompton/Bajaj/Wipro/Havells or equivalent from the makes given in particular specifications | 8 | Each | |
| 5 | 5 | Supply and laying in trenches passing through pipe/duct/fixed to pole testing & commissioning cable XLPE Insulated screened PVC bedded, galvanized steel strip or wire armored UG cable, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 35 sq mm 4 core all as specified.\nNote:- \n(i) Excavation and earth work, cable protection and sand cushioning shall be measured and paid seperately under respective item. \n(ii) The rate quoted are inclusive for connecting both ends of cable in LT Panel/LT Pole with suitable size aluminium lugs and Glands including meggering and testing complete. \n(iii) Contractor’s responsibility is to liaise with Deptt. concerned for LT Supply shut down required to carry out the work and also ensure the safety of the labour employed by giving them safety equipment like Helmet, Gloves, safety Belt, Discharge rod etc. Nothing extra shall be admissible on this account.\n | 230 | RM | |
| 6 | 6 | Excavation in trenches in any type of soil not exceeding 1.5m wide and n.exc 1.5m in depth for electric poles stay foundation, under ground electric power cables, for shafts, wells, cesspits, manholes, pier holes, etc not exceeding 10 Sqm on plan and getting out complete all as specified. | 131.25 | Cum | |
| 7 | 7 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out hard/dence soil. | 50 | Sqm | |
| 8 | 8 | Returning filling including spreading leveling watering and well ramming in layers not exceeding 25 cm thick each layer complete. | 27.25 | Cum | |
| 9 | 9 | Removing excavated material to a distance not exeeding 50mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point. | 122 | Cum | |
| 10 | 10 | Sand (Dry clean ) as in cushioning to underground electric cable provided all as specified in Clause 19.75 of SSR Part-I 2009.\nNote:- Punned thickness of sand shall be measured. | 14.17 | Cum | |
| 11 | 11 | Brick covering with width equal to length of brick as mechanical protection to cables with well burnt sub class ‘B’ (old size) bricks laid dry flat all as directed. | 1400 | Each | |
| 12 | 12 | Material and labour for air termination, single pointed Copper rod 12 mm dia and 300 mm long all as specified and directed by Engineer-In-charge. | 1 | Each | |
| 13 | 13 | Earthing complete with galvanised mild steel earth plate electrode 60x60cmx6mm thick buried directly in ground preferably in vertical position (Earth pit not less than 2.25 mtr below ground level) with top edge of the earth plate not less than 1.5 mtr below normal ground level connected to galvanised iron earth lead strip 25 x 4 mm dia by means of bolts, nuts, check nuts and washers of galvanised iron including PCC pit 1:2:4 type B-1 pre cast RCC cover slab of size 550x550x75mm with suitable built in handle made from 12mm dia MS round bar, excavation and earth work in any type of soil 20 mm dia bore medium grade galvanised iron water tubing fixed with cast iron funnel and wire mesh at one end and 15mm bore light grade galvanised iron protection pipe for earth lead strip upto 7.5m length, charcol, common salt complete all as shown in electric plate No 5 of SSR 2009 Part I connected to equipment complete all as specified and testing on completion. | 3 | Each | |
| 14 | 14 | GI strip of size 25 x 3 mm for earth continuity conductor or main earthing lead fixed to wall burried in ground fixed alongwith poles complete all as specified. | 8 | RM | |
| 15 | 15 | Supply and laying GI tubing, light grade, 40 mm bore dia as cable protection fixed on walls/poles/laid in trenches complete including dismantling corroded GI pipe all as specified and as directed. | 6 | RM | |
| 16 | 16 | M & L for cement concrete type D- 2, 1:4:8 (40mm graded aggregate) for foundation completed all as specified & directed by Engr-in-Charge. | 21 | Cum | |
| 17 | 17 | M & L for cement concrete type E- 2, 1:5:10 (40mm graded aggregate) for foundation of toe wall completed all as specified & directed by Engr-in-Charge. | 0.3 | Cum | |
| 18 | 18 | M & L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM (1:4) complete all as specified & directed by Engr-in-Charge. | 99 | Cum | |
| 19 | 19 | M & L for mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips completed all as specified & directed by Engr-in-Charge. | 600 | Kg | |
| 20 | 20 | M & L for mild steel bars 5mm dia and over upto 10mm dia in stirrups, spacers and binders cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips completed all as specified & directed by Engr-in-Charge. | 70 | Kg | |
| 21 | 21 | M & L for RCC M-20 as in floor slab over stone masonary complete all as specified & directed by Engr-in-Charge. | 8 | Cum | |
| 22 | 22 | M & L for RCC M-20 as in lintel band upto 1.5m span over stone masonary complete all as specified & directed by Engr-in-Charge. | 1 | Cum | |
| 23 | 23 | M & L for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified & directed by Engr-in-Charge | 76 | RM | |
| 24 | 24 | M & L for 20mm thick extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses complete all as specified | 30 | Sqm | |
| 25 | 25 | M & L for rendering 15mm thick on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing complete all as specified & directed by Engr-in-Charge | 30 | Sqm | |
| 26 | 26 | M & L for brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM (1:4) at toe wall complete all as specified and directed | 1 | Cum | |
| 27 | 27 | M & L for preparing new plastered surfaces of wall and applying three coat of white wash complete all as specified & directed by Engr-in-Charge | 30 | Sqm | |
| 28 | 28 | Labour only for Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified & directed | 32 | Sqm | |
| 29 | 29 | M & L for hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface. | 15 | Cum | |
| 30 | 30 | M & L for 150mm thick cement concrete type D- 2, 1:4:8 (40mm graded aggregate) as in sub base of hardstanding complete all as specified & directed by Engr-in-Charge. | 100 | Sqm | |
| 31 | 31 | M & L for 100mm thick 1:2:4 (Nominal mix) cement concrete (using 20mm graded aggregates) in hard standing complete all as specified & directed by Engr-in-Charge. | 100 | Sqm | |
| 32 | 32 | M & L for forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified & directed by Engineer-in-Charge. | 8 | X RM |
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