Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date14 May 2024
Closing Date7 Jun 2024
Tender Amount₹ 42,50,000 
Notes
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Costs

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BOQ Items

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Bailing out the sludge water including other foreign materials from septic tanks / manholes of various sizes and depths as required by manually or by pumping with suitable pumping machinery and removing the same within 50 m distance and deposited in a pit to be excavated and covered with two layer of bamboo mating, disinfecting the pit with sufficient quantity of bleaching powder and earth filling upto 30cm depth of pit including removing and refixing of manhole covers as required, complete all as specified and directed. Note: (i) Excavation and earth work for pit, bamboo matting, temporary barricade of the pit and providing sufficient bleaching powder shall deemed to be included in the unit quoted rate (ii) Hiring charges and cost of fuel for sewage pump shall deemed to be included in the unit quoted rate and nothing extra shall be paid on this account.

250

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Taking out/Bailing out the sludge / semi solid materials including other foreign materials from septic tanks / manholes of various sizes and depths upto 1.5m as required by manually or by pumping with suitable pumping machinery and taking out sludge/ semi solid materials / any other foreign materials from septic tanks etc and removing the sludge within 50 m distance and deposited in a pit to be excavated and covered with two layers of bamboo mating and earth filling upto 30cm depth of pit including removing and refixing of manhole covers as required, complete all as specified and directed. Note: (i) The cost of Excavation and earth work for pit, bamboo matting, temporary barricade of the pit and providing sufficient bleaching powder shall deem to be included in the unit quoted rate (ii) Hiring charges and cost of fuel for sewage pump shall deemed to be included in the unit quoted rate and nothing extra shall be paid on this account

200

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Cleaning/clearing of IWC/ EWC, gully trap /floor trap/kitchen sink including CI pipe / PVC pipe upto first manhole by roding, taking out all residue including waste and testing by pouring water after cleaning etc, complete all as specified and directed. Note: Cleaning of PVC/CI pipe from first floor / ground floor embedded in floor or fixed to wall included in this item.

800

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M&L for cast iron oval access covers / inspection cover with bolts rubber gasket to make it water tight for 75mm/100mm bore CI fittings including taking out broken/ unserviceable cover with bolts etc and removing from site, complete all as specified and directed.

10

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Excavation in trenches in any type of soil not exceeding 1.5m wide and not exceeding 1.5m wide for foundation etc or for shaft, wells, cesspits, manhole, pair house etc not exceeding 10 Sqm on plan and not exceeding 1.5 m depth and getting out in any type of soil, complete all as specified and directed.

64.4

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Returning filling in including, spreading, leveling watering and well ramming in layer not exceeding 25cm in each layer, complete all as specified and directed.

30.8

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Removing excavated material not exceeding 50m and depositing where directed at level not exceeding 1.5m above the starting pointing, complete all as specified and directed.

33.6

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Demolition of brick work or stone masonry, built in CM including all quoins, arches, pillars etc. but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and directed.

10

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M & L for brick work with sub class 'B' bricks, old size bricks, straight or curved on plan exc 6m mean radius built in CM (1:6), complete all as specified and directed.

8

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All as per item No. 12.00 here-in-before but except bricks, complete all as specified and directed. Note-(i) Bricks obtained from demolition shall be re-used. (ii) The quoted rate shall deemed to be included for cleaning of old bricks obtained from demolition.

2

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Taking down cement plaster of any description any thickness incl racking out joints hacking for keys scrubbing down with water etc, complete all as specified and directed.

250

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M & L for rendering 15mm thick (10mm + 5mm) in two coats on fair faces of brick work or concrete surfaces of wall in CM (1:4), mixed with integral water proofing compound at top layer as per manufacturer's instructions and finished the surface even and fair without using extra cement, complete all as specified and directed. (Note : WPC shall be measured and paid separately against respective item as supply only.)

250

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M&L 15mm thick rendering in CM (1:6) on other than fair faces of brick work or concrete surfaces of wall, finished even and smooth without using extra cement, complete all as specified and directed.

100

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Supply only liquid water proofing compound conforming to IS: 2645 - 1975 specification, complete all as directed

2.51

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Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition), complete all as specified and directed

8

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M&L for PCC (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in manhole/drain slab cover all as specified and set in CM (1:4), complete all as specified and directed.

8

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S & F mild steel TMT bars 6mm to 8mm dia (Grade Fe-500D), cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia., or securing with clips, complete all as specified and directed.

900

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Demolition and breaking up 100mm bore drain pipes (salt glazed ware, AC or reinforced concrete) set in cement mortar, separation of serviceable materials from the unserviceable, stacking the serviceable materials within 10m and disposal of unserviceable materials, debris and rubbish to a distance not exceeding 100m, complete all as specified and directed.

150

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All as per item No.21.00 here-in before but for 150mm bore pipe, complete all as specified and directed.

90

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All as per item No.21.00 here-in before but for 200mm bore pipe, complete all as specified and directed.

24

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M&L for PCC (1:3:6) type C-2, (using 40mm graded crushed stone aggregate) as in concrete bed to drain pipes laid in trenches including packing under and haunching against the sides of pipes aftaer they are laid and tested in for 100mm bore pipe, complete all as specified and as directed.

130

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All as per item No.24.00 here-in before but for 150mm bore pipe, complete all as specified and directed.

80

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All as per item No.24.00 here-in before but for 200mm bore pipe, complete all as specified and directed.

20

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Cutting into existing manholes for connecting new drains, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in PCC (1:2:4) type B1, smooth finished and reforming benching as required for 100mm bore pipe, complete all as specified and directed.

20

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All as per item No.27.00 here-in before but for 150mm bore pipe, complete all as specified and directed.

15

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All as per item No.27.00 here-in before but for 200mm bore pipe, complete all as specified and directed.

5

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M&L for preparation of newly plastered wall surfaces and applying two coats of cement base paint over a coat of alkali resistant primer, complete all as specified and directed.

250

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M&L for preparation of newly plastered wall surfaces and applying two coats of distemper oil emulsion over a coat of primer over 1.5mm thick wall care putty, complete all as specified and directed.

100

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Supply and laying in trenches of reinforced concrete pipes, class NP2, of 100mm bore laid and jointed complete with collars, complete all as specified and directed.

140

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Supply and laying in trenches of reinforced concrete pipes, class NP2, of 150mm bore laid and jointed complete with collars, complete all as specified and directed.

90

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Supply and laying in trenches of reinforced concrete pipes, class NP2, of 200mm bore laid and jointed complete with collars, complete all as specified and directed.

24

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S&F in repair for 100mm bore cast iron soil waste and vent pipe (sand cast ) in any length with or without ears with cement joints laid in trenches, complete all as specified and directed. (Note : Excavation shall be measured and paid separately)

10

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S & F in repair 75mm bore, PVC (SWR), soil waste and vent pipes in any length with or without ears, with cement joints fixed to wall, etc with all necessary fixing arrangement, complete all as specified and directed.

10

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M&L for cast iron bends (any radius ) with duck foot or heal rest for 100mm bore pipe fixed in repair including taking out old fittings, complete all as specified and directed.

5

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M&L for cast iron bends (any radius ) with duck foot or heal rest for 75mm bore pipe fixed in repair including taking out old fittings, complete all as specified and directed.

5

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M&L for cast iron branch pieces single (equal/unequal) ordinary or inverted (spigot or socket type) or with paralel branches for 100mm bore pipe fixed in repair including taking out fitting with oval access door fixed in repairs, complete all as specified and directed.

5

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M&L for cast iron branch pieces single (equal/unequal) ordinary or inverted (spigot or socket type) or with paralel branches for 75mm bore pipe fixed in repair including taking out fitting with oval access door fixed in repairs, complete all as specified and directed.

5

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S&F in repair 50mm bore cowl, complete all as specified and directed.

10

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Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for like MH cover, bdrain pipe bed, hard standing etc, complete all as specified and directed.

39

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M&L for PCC (1:4:8) type D-2 (using 40mm graded crushed stone aggregate) as in foundation filling or mass/hard standing concrete, complete all as specified and directed.

2

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Dismantling/taking down CI/PVC/AC pipes of exc 50mm dia with all including fittilngs, complete all as specified and directed

95

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S&F of 110mm bore size, PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls, complete all as specified and directed.

50

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S&F of 110mm bore size PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or floor, complete all as specified and directed.

20

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S&F of 75mm bore size, PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls, complete all as specified and directed.

15

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S&F of 75mm bore size PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or floor, complete all as specified and directed.

10

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S&F PVC (SWR) bends of 110mm bore, complete all as specified and directed.

5

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S&F PVC (SWR) bends of 75mm bore, complete all as specified and directed.

5

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S&F in repair stack clamps out of 50mm by 5mm flat iron and 16mm dia round iron stays incl bolt and nuts securing ends of stays to wall or roof of 75mm bore, complete all as specified and directed.

10

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S&F in repair stack clamps out of 50mm by 5mm flat iron and 16mm dia round iron stays incl bolt and nuts securing ends of stays to wall or roof of 100mm bore, complete all as specified and directed.

10

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Dismantling bricks (laid flat or on edge) laid,bedded and pointed in cement mortar as in floors, channels, kerbs aprons etc (each layer), complete all as specified & directed.

84

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M&L for brick cub class 'B' laid flat in drain old size of brick bedded and joint in CM (1:6), complete all as specified and directed.

500

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All as per item No. 54.00 here-in-before but except bricks, complete all as specified and directed. Note-(i) Bricks obtained from demolition shall be re-used. (ii) The quoted rate shall deemed to be included for cleaning of old bricks obtained from demolition.

100

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M&L for brick cub class 'B' laid edge in drain old size of brick bedded and joint in CM (1:6), complete all as specified and directed.

230

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All as per item No. 56.00 here-in-before but except bricks, complete all as specified and directed. Note-(i) Bricks obtained from demolition shall be re-used. (ii) The quoted rate shall deemed to be included for cleaning of old bricks obtained from demolition.

10

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M&L for raking out joints/ pointing to brick work in drain or to bricks on edge in floors,surface channels, roofs, etc and finishing the same with cement mortar (1:3), complete all as specified and directed.

100

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M&L for raking out joints/ pointing to brick work in drain or to bricks on flat in floors,surface channels, roofs, etc and finishing the same with cement mortar (1:3), complete all as specified and directed.

15

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M&L for PCC (1:3:6) type C1 (using 20mm graded crushed stone aggregate) as in surface channels,foundation filling and drains including necessary formwork, complete all as specified and directed.

20

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M&L for PCC (1:2:4) type B1 (using 20mm graded crushed stone aggregate as in copings, bed plates, block for strip, etc, complete all as specified and directed

3.5

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M & L for 100mm thick PCC (1:3:6) typeC-2 (Using 40mm graded crushed stone aggregate) in base of floor, path, hardstanding etc. finished even and fair without using extra cement etc, complete all as specified and directed.

135

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M& L chequered cement concrete tiles 20cm x 20cm x 25mm thick with grey pigment cement and pigment, set, jointed and pointed in neat cement slurry in floors ver & including 20mm thick screed bed in CM (1:6), complete all as specified and directed.

135

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S&F in repair galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured), complete all as specified and directed.

30

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Taking down loosed barbed wire and refixing the same after re-straining and re-securing of galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings including making good staples etc.(each line wire to be measured), complete all as specified and directed.

5

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Dismantling wrought iron or mild steel work of any description not otherwise provided for and removing from site of work, complete all as specified and directed.

7

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S&F bracket framing (beam, tee, angle, channel ,rolled section or flat sections) of Fe-290, E-265 including distance pieces, cleats etc, complete all as specified and directed.

700

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M&L for preparation of new steel surfaces of any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint (1st grade quality) over a coat of red oxide primer, complete all as specified and directed.

80

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Dismantling fencing wire mesh, of any type, complete all as specified and directed.

350

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Supply only chain link MS galvanisd fencing, any size 75 x 75mm / 100mm x 100mm, complete all as specified and directed.

600

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Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as specified and directed.

300

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Fixing only old seviceable chain link to any type of standards, rails including securing or tying at crossing with and provision of galvanisrd mild steel wire staple of steel pins etc, complete all as specified and directed. Note : Old serviceable chain link fencing obtained from dismantling shall be re-used.

50

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M&L for earthing complete with galvanised steel earth plate electrode 60cm x 60cm x 6.3cm thick burried directly in gorund (earth pit not less than 2.25 Mtr normal ground level),and top edge of earth plate not less than 1.5 mtr below normal ground level, connected to galvanised means of earth wire 4mm dia with bolts, nuts & check nuts, and washers of galvanised iron protection pipe light grade of 20mm bore and watering pipe GI medium grade of 20mm bore and filled with alternate layer of charcoal and common salt, watering funnel with wire mesh, earth pit chamber and cover CI frame PCC (1:3:6) type C-2 all as shown in electrical plate No-3 of SSR part-I of 2009 connected to earthing test point all as specified and indicated including all earth work excavation, returning filling and disposal of surplus soil and testing on completion, complete all as specified and directed. Notes : (i) Proper earthing pit should be provided with pit cover. (ii) GI earth wire upto 7.5m is demed included in the unit rate.

5

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M&L for earthing complete with GI earth plate elecrode of size 600mm × 600mm × 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to GI earth strip 32 mm x 6mm by means of bolts, nuts, check nuts and washers of brass or HS steel all as shown in electrical plate No. 3 connected to earthing test point and and necessary excavation and earth work pre-cast RCC(1:2:4) type B-1 pit cover 50mm thick, reinforced with 8mm dia TMT bars @100 mm /C/C both ways with one handle for lifting made out of 10mm dia TMT bar embedded in precast cover slab and PCC(1:2:4) type B-1 concrete pit and angle iron frame and opening arrangement ) incl providing charcoal or coke and common salt in alternate layer of 15cm compacted thickness all around the earth electrode with funnel and 20mm bore galvanized iron watering pipe (medium grade) wire mesh, copper lugs, complete in all respect, protected by 40mm bore (light grade) galvanized iron pipe up to earthing test point as directed, incl disposal of spoil to a distance not exc 50 mtr and necessary testing on completion complete all as specified and as directed. Note: (i) Proper earthing pit should be provided with pit cover. (ii) GI strip beyond 7.5 RM shall be measured and paid separately.

12

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Supply and installation of maintenance free earthing system comprises of molecularly bonded copper of 99.9% purity on low carbon steel of 3 m length, having a diameter of 25 mm with copper coating thickness of 250 microns with fault current withstand capability of 30 KA value of 1 second and I peak of 80 KA (OB0 Article type 25 3000 CCER), tested as per IEC 62561-2, meets the requirement of IS-3043 8 IEC 60364-5-54, tested in CPRI for short circuit with standing capacity, OBO article type OEC 25 Earth conductivity enhancing mineral compound to be used as a backfill compound for earth electrodes; highly conductive in all weather Conditions is used for improving the soil conductivity. The material shall be mineral inert to sub soil and shall not pollute the environment and non corrosive to earth rod. The material should have a resistivity less than 0.2 ohm -m. It should be free from hazardous substances. The mineral compound is required to have minimum 25 kg of the total composite, Universal clamp (OBO Article Type 25 25 RTC) made of SS 304 for clamping, Polypropylene & polyethylene (0BO type UFE) Earth electrod inspection chamber with heavy duty cover should be used to cover the earth rod. The dimension shall be 170mm x 170 mm x 190 mm with all weight bearing capacity of 50 KN. including provision and laying galvanized steel flat 30 x 3mm thick from earth electrode to test joint directly in ground as required (Hot dip GI strip, Corrosions resistant -cross sectional area of 90 mm square, as per DIN EN 50164-2 (VDE 0185 Part 202) & VDE0185/305, IEC 62305, Zinc coating: 500 g/m square, 70 micron coating, complete all as specified and directed. Note: Earth result after installation completely should be less than 1 Ohm.

2

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S&F 32x6mm Gl strip in short pieces on surface or in recess for all interconnecting, in and including taking out worn out and damaged strip, complete all as specified and directed.

300

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All as per item No 76.00 here-in before but copper strip 20 x 3.15mm, complete all as specified and as directed.

350

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All as per item No 76.00 here-in before but galvanised wire 4mm dia, complete all as specified and as directed.

100

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All as per item No 76.00 here-in before but aluminium strip 25 x 3mm, complete all as specified and as directed.

50

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S&F porcelain vitreous white/brown/green spacers insulator of size 75mmx35mmx40mm height complete with one number galvanized iron stud bolts 6mm dia x 40mm long including nut & washers and two number galvanized iron fixing bolts of size 6mm dia and 50mm long including washers and drilling holes for holding/foxing aluminium strip/roof conductor as required including taking down the broken insulator, complete all as specified and as directed.

800

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M&L test point terminal block made of gun metal or phosphorus bronze size 75x75x25rmm drilled and screwed including 3 Nos. 8rnm dia 25mm long hex. head screw, complete all as specified and directed.

12

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M&L for eathing pit in PCC (1:3:6) type C1 pre-cast RCC (1:2:4) type B-1 cover slab of size 300 x 300 x 50mm reinforced with 8mm dia TMT steel bars @ 15 cm center to center in both direction and 10mm dia MS handle of suitable size including 29 mm bore GI light grade pipe for watering, funnel, wire mesh, necessary earth work in soft / loose soil all as shown in Electrical plate No 4 of MES schedule Part and testing and applying three coats of white wash on exposed surface of concrete complete including taking down old one, complete all as specified and directed.

50

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M & L for painting of earthing pit by applying two coats of synthetic enamel paint (approved colour), over a coat of primer including preparation and cleaning of earth chamber area (1m x 1m), cleaning of all rusted joints, complete all as specified and directed.

110

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M&L for galvanized iron tubing 20mm bore GI tubing, light grade, with necessary fittings and clamp for mounting of air termination spike, complete all as specified and directed.

40

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M&L for dismantling the strip from earth pit and testing of earth pit to be done as per fall of potential method mentioned in IS-3043 with digital earth resistance tester to check the healthiness of earthing system in and including replacement earth pit nut bolts with brass nut bolts as per required size and record should be kept on ledger duly signed by user representative, JE concerned and contractor and the same shall be submitted to Engr- in-charge for counter signature, complete all as specified and directed. Note 1: Testing of earth pit shall be done as and when required basis or as directed by Engineer-in-Charge from time to time. Note 2:- (i) Testing of each earthing shall be carried out at the interval of 1 months and measurement shall be done each time separately and test result shall be maintained in register properly duly signed with date by MES representative and contractor. (ii) Pouring of water in each earth pit is deemed to be included in the rate quoted. (iii) Necessary arrangement to be made by the contractor for pouring the water in earth pits. Vehicle reqd for carrying/storage of water (upto to the site) with helper will be arranged by contractor and deemed to be included in the rate quoted. (iv) Cost of Maintenance of carrying vehicle (if any) and cost of fuel reqd for veh is deemed to be included in the rate quoted.

1210

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Labour for physical inspection for earthing and to check the healthiness of earthing system whether the resistance under safe limits of resistance, IF higher than the permissible then recharging of earthing should be done immediately with carbon based low resistivity compound of 0.001 ohm meter recharging of existing earth pit by excavating soil up to electrode depth approx 10 feet by manual drilling (post hole) method and filling with backfill compound / maintenance free earthing compound to achieve desired resistance value less than 1 ohms in and including water up to top of the excavated bore, backfilling of earth pit, measuring the value after refilling pit and testing of earthing after recharging, reconnecting grounding electrode conductor and earth grid applying petroleum jelly etc. to bolted joints to minimize corrosion for the pipe earthing or plate earthing then gel should be used to lower down the resistance, complete all as specified and as directed. Note: (i) In case of satisfactory results not achieved or results degrade during one year of recharging of the earthing, the same shall be made good/recharged again in order to have required test results within contract/Defect liability period without any extra cost to the department. (ii) Necessary compound required for recharging shall be measured and paid separately.

50

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Supply only carbon based low resistivity compound 0.001 ohm meter, backfill compound, complete all as specified and directed.

350

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Excavation in trenches not exceeding 1.5 metre wide and not exc 1.5 metre in depth for foundation of pole/stay, or cable trenches and getting out in soft/loose soil, complete all as specified and directed.

121.5

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Returning filling in incl spreading, leveling watering and well ramming in layers not exceeding 25cm in soft/loose soil, complete all as specified and directed.

108.5

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Removing excavated materials to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 metre above the starting point in any type of soil, complete all as specified and directed.

13

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Supply and laying double walled corrugated (DWC) HDPE duct pipe of 40mm dia conforming to IS, approved colour complete with fittings for cable protection, complete all as specified and directed.

40

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M & L for horizontal boring under the road (with manual method) below 1m from the road surface and dia of hole not exc. 100mm, with out damaging the existing road, getting out and disposal of soil to a distance not exceeding 50m from the site of work, complete all as specified and directed.

15

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Supply, laying and testing cable XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 sqmm 3.5 core including taking down old unserviceable UG cable, complete all as specified and directed.

150

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All as per item No 93.00 here-in before but size 16 sqmm 4 core, complete all as specified and as directed.

200

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All as per item No 93.00 here-in before but size 10 sqmm 4 core, complete all as specified and as directed.

100

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Supply and laying in trenches/fixed on wall 50mm bore GI pipe, light grade, with necessary fittings such as bend, tee, elbow etc for protection of LT UG cable, complete all as specified and directed.

30

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Supply and erection of 8 m height hot dip galvanised octagonal pole with single arm bracket made of HT steel of grade S355 of BSEN 10025, IS 2062 with 130 mm bottom & 70mm top made up of 3mm thick G.I. sheet along with base plate of size max up to 220 x 220 x 16 mm thick with and including suitable foundation as per manufacturer recommendations, 4Nos of M20X700mm long 'J' type EN 8 grade foundation bolts along with template, including integral power distribution arrangement with suitable breaker and connector for loopin loopout arrangement suitable for 4Cx 16Sqmm/4Cx25Sqmm cable and including galvanised bracket of length 1.20 Mtrs single arm for fixing of LED street light including connection cable of 1.5 Sqmm 3 core from terminal box to fitting with MCB SP 6 Amp, complete all as specified and directed.

4

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Supply and fixing LED street light fitting 70/72/75 Watt 230 V AC outdoor type with high pressure die cast aluminum housing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection, complete all as specified and directed.

10

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Supply and fixing LED street light fitting 60 Watt 230 V AC outdoor type with high pressure die cast aluminum housing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection, complete all as specified and directed.

8

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Supply and fixing LED street light fitting 120 Watt 230 V AC outdoor type with high pressure die cast aluminum housing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection, complete all as specified and directed.

5

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S & F junction box made from SMC/FRP sheet ready made size of junction box 295x195x100mm with aluminium bus bar of 50 Amp capacity for RYB and half for neutral made in suitable size fixed inside the junction box with necessary supporting insulators fixed on hylem sheet, MS sheet steel fixed inside the bottom portion of box to connect the cable gland complete , entire assembly fixed to pole /Wall with MS clamp 25 X 5 mm and nuts & bolts, including MCB SP 6 Amp 10 KA 240 V - 1 No, with necessary size copper lugs for connecting cables from junction box to fittings, complete all as specified and directed.

10

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S & F cable 3 core PVC insulated unsheathed multistranded copper conductor of size 1.5 Sqmm in replacement passing through PVC conduit from junction box to fitting (for street lights/flood ligts), complete all as specified and directed. Note: PVC conduit shall be measured and paid seperately.

200

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S & F rigid PVC non metalic conduit 20mm dia on pole with necessary bend elbow ,couplers ,check nuts, FI clamp 40 x 4mm and nuts & bolts, PVC flexible conduit, connected to junction box to fitting etc in replacement including painting to clamps, complete all as specified and directed.

180

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Supply and fixing post top lantern LED type 40/45 watt 230 watt volts AC outdoor type with decorative post top for 360 degree indirect light IP 65 protection with impact and corrosion resistant complete with driver and lamp, complete all as specified and directed.

2

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Supply and fix in repair MCB 63 Amp 4 pole, 10 KA 'C' series, complete all as specified and directed.

5

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S & F in replacement driver for out door type LED fitting 40/45 watt, complete all as specified and directed.

6

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All as per item No. 106.00 here-in-before but LED driver 60/75 watt, complete all as specified and directed.

8

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All as per item No. 106.00 here-in-before but LED driver 90/100 watt, complete all as specified and directed.

5

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M & L for pole painting including preperation of old painted surface of of steel tubular pole of height Max up to 7.5 Mtrs from ground level/above pole copping including bracket, surfaces of cross arm/support frame for light fitting and apply new coating along with two coats of priming with red oxide and one finishing coat of synthetic enamal paint (1st grade quality), complete all as specified and directed.

20

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M&L for PCC (1:3:6) type C-1 (using 20mm graded crushed stone aggregate) as in coping of existing cement/steel tubular pole, complete all as specified and directed.

2.3

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Note: An amount of Rs.84,015.00 on account of Credit Schedule for schedule 'A' part - II shall be deducted from the total amount of BOQ to arrive at the contract sum.

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Supply and fixing energy efficient ‘LED Flood Light 120 W LED luminaire with Aluminium dia cast housing, toughened glass cover with IP 66 protection, CCT 5700 K including fixing arrangment on wall/pole / surface and connecting cable up to nearest ceilign rose into flexible PVC conduit. Make : Crompton/Havells/ Surya/Philips

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