Military Engineer Services Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Military Engineer Services - MES Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date23 Nov 2024
Closing Date4 Jan 2025
Tender Amount₹ 88,70,000
Costs
EMD
₹ 1,58,050Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_685353_1Tender No
86339/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Demoliton of Brickwork or stone/boulder masonry, built in Cement mortar or Cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed.
7.8
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Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in hard dense soil complete all as specified and as directed.
20
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Removing excavated material to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point all as specified and as directed.
3
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Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m all as specified and as directed.
34.6
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Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5m but not exceeding 3.00m depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 3m all as specified and as directed.
34.6
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Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 3.00m but not exceeding 4.5m in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 4.5m all as specified and as directed.
34.6
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Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 4.5m but not exceeeding 6m in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 6m all as specified and as directed.
25.4
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M & L Anti termite treatment to the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) all as specified and as directed.
23.1
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M & L for Plain cement concrete (1:4:8) type D2 using 40mm graded stone aggregate in foundations, filling and mass concrete all as specified and as directed.
21.1
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M & L for Sand filling under floors or in foundations including watering and consolidation all as specified and as directed.
0.3
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M & L for Polythene film, black, 50micron laid in floors all as specified and as directed.
23.1
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M & L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished flat surfaces all as specified and as directed.
8.3
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M & L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surfaces all as specified and as directed.
61.3
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M & L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished flat surfaces all as specified and as directed.
149.6
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M & L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.rough finished flat surfaces all as specified and as directed.
33.8
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M & L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for rough finished flat surfaces all as specified and as directed.
34.4
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M & L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and bindingwith and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and as directed.
8196.4
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All as per item No 20 herein before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders or similar items
958.7
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M & L for Reinforced Cement Concrete of grade M-30 (Design mix) for Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and as directed.
10.5
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M & L for Reinforced Cement Concrete of grade M-30 (Design mix) for Columns, pillars, piers, posts and struts all as specified and as directed.
6.8
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M & L for Reinforced Cement Concrete of grade M-30 (Design mix) for Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses all as specified and as directed.
23.8
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M & L for Reinforced Cement Concrete of grade M-30 (Design mix) for Beams, cantilevers, bressummers, lintels over 1.5m span all as specified and as directed.
2
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M & L for Reinforced Cement Concrete of grade M-30 (Design mix) for Slabs supported on walls, beams and columns in floors,roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and as directed.
5.2
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M&L for Pre-cast cement concrete (1:3:6) type C1 using 20mm graded stone aggregate as in block masonry exc 10cm in width, setting in cement mortar (1:6) complete all as specified and as directed.
75.5
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M & L for Rendering 22mm thick on fair faces of concrete surfaces in cement sand mortor 1:3 in two layer i.e 12mm thick first layer and 10mm thick second layer mixed with WPC within 24hrs of first layer application, as in internal surfaces of walls finished even and smooth without using extra cement complete all as specified and as directed.
Note:- WPC will be measured and paid seperately
83.6
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M & L for Rendering 20mm thick on fair faces of Brick surfaces in in two layer, 10mm thick first layer with CM (1:6) (Backing Coat) and 10mm thick second layer mixed with WPC in CM (1:4) as in external surfaces of walls finished even and smooth without using extra cement all as specified and as directed.
Note:- WPC to measured and paid seperately
51.9
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M & L for Rendering 12mm thick on fair faces of concrete surfaces in cement sand mortor (1:3) as in external surfaces of walls including water proofing compound finished even and smooth without using extra cement all as specified and as directed.
Note:- WPC to measured and paid seperately
75
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M & L for Rendering 10mm thick on fair faces of Brick work in cement sand mortor (1:6) in internal surfaces of walls complete all as specified and as directed
43.2
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M & L for Rendering 5mm thick on fair faces of brick work or concrete ceiling surfaces in cement sand mortor (1:3) finished even and smooth without using extra cement all as specified and as directed
18
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Material & Labour for preparation of new plastered surfaces and applying Two or more coats of 100% Premium acrylic emulsion exterior paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm all as specified and as directed
75
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Material & Labour for preparation of new plastered walls surfaces and applying three Coats of White wash all as specified and as directed
43.2
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M & L for APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non woven fabric (weight not less than 150 gms/sqm) land on primed surface by forced application over evenly a tack coat of industrial bitumen 85/25 at the rate of 1.2 kg per sq.m over newly plastered surfaces including cleaning plastered surfaces complete all as specified & directed
83.6
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M & L for preparation of new plastered wall surfaces and applying two coats of Acrylic emulsion Distemper over a coat of alkali resistant primer complete all as specified & directed
51.9
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M & L for preparation of new plastered ceiling surfaces and applying three Coats of White wash complete all as specified & directed
18
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S & F Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded complete all as specified & directed
6.8
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S & F Sheet glass 4mm thick ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane complete all as specified & directed
3.4
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S & F Steel rolling shutters 1mm thick laths, without ball bearing, including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as directed complete, push pull or manual type complete all as specified & directed
2.1
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M & L for Preparation of new steel surfaces exc 10cm width or girth and applying two coats of synthetic enamal paint over a coat of red oxide primer complete all as specified & directed
13.5
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M & L for Pre-cast cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate in landings, cover slabs (for man holes etc.) chullah hoods, chajjas,water troughs,mangers, shelves and similar articles with plain faces set in CM (1:4) all as specified & directed
0.15
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Material and Labour for Cast iron pipes 300mm dia with flanged ends/ verticaliy cast, Class A, in any length, laid in trenches all as specified & directed
5.8
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M & L for Cast Iron Cowl 100mm dia bore and fixing all as specified & directed
2
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soil all as specified & directed
751.5
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Removing excvated soil to a distance exc 250m but n.exc 500 m and depositing where directed all as specified & directed
120.7
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M & L for Anti termite treatment the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area all as specified & directed
12.8
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M & L for PCC 1:1.5:3 type A-1 using 20mm graded stone aggregate as in 100mm thick flooring mixed with water proofing compund complete all as specified and as directed.
Note : WPC will be measured & paid seperately
0.3
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M & L for Rendering 20mm thick cement sand mortor 1:3 on concrete Floor slab finished even & smooth complete all as specified and as directed
9
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Material and labour for Anti-termite treatment to the soil under plinth protection at the rate of 5 litres of emulsion per sqm of surface all as specified and as directed
12.8
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M & L for Hardcore of Broken stone or boulders of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface all as specified and as directed
20.6
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M & L for Cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate as in 75mm thick sub base to flooring all as specified and as directed
12.8
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M & L for Forming construction joint 30mm deep x 10mm wide filled with sealing compound grade - A all as specified and as directed
13.3
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Supply only Liquid water proofing compound, ISI marked all as specified and as directed
25
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M&L providing 40mm thick cement concrete type B0 1:2:4 (12.50mm graded stone aggregate) in flooring finished even & smooth complete all as specified and as directed.
22.1
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M & L for roof treatment with the following specification :
(i) Removing all loose gravel, dirt, oil, grease and foreign materials by jet or dry air, cleaning the surfaces mechanically or by grinding to make it smooth
(ii) Cement plaster 15 mm thick in CM (1:3) mixed with and including supply of approved water proofing compound as per manufacturers instructions.
(iii) compatible primer/bonding bitumen @ 0.40 Litr/Sqm (iv) Applying APP modified water proofing membrane as per IS 1654-2017/IS 16352-2017, 3mm thick and weighing not less than 3.60kg/Sqm reinforced with non woven polyster/HMHDPE matt black finished over and torch applications of membrane with 75mm side overlap and 100mm end lap after necessary preparation of surface complete as per manufacturer's instructions.
(v) Applying a coat of solar reflective bituminous aluminum paint on top @ 0.10 litre/sqm complete all as specified and directed.
28.8
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Excavating over areas, not exc1.5 m deep and getting out hard/dense soil for fundation and smilar work complete all as specified & directed
183.6
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Excavating over areas, exc1.5 m deep but n.exc 3m deep and getting out hard/dense soil for fundation and smilar work complete all as specified & directed
6.5
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Excavation in trenches not exc 1.5m wide and not exceeding 1.5m deep and getting out in hard/dense soil for fundation and smilar work all as specified & directed
821.6
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Excavating in trenches, exc 1.5 m wide and exc 1.5m but n exc 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan exc 1.5m but n exc 3.0 m in depth and getting out in hard/dense soil for fundation and smilar work all as specified & directed
5.7
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Removing the excavated soil to a distance not exc 50m and depositing where directed at a level not exc 1.5m high from the starting point.
274.5
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M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete block walling surfaces finished even and smooth without using extra cement
272.8
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M&L for Plain cement concrete (1:4:8), type D2, using 40 mm graded stone aggregate as in concrete bed to drain pipes 300 mm dia bore pipe including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed
94.4
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M&L for Plain cement concrete (1:4:8), type D2, using 40 mm graded stone aggregate as in concrete bed to drain pipes 200 mm dia bore pipe including packing under and haunching in against the side of pipes after they are laid and tested complete all as specified and as directed
231.7
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M&L for Plain cement concrete (1:4:8), type D2, using 40 mm graded stone aggregate as in concrete bed to drain pipes 150 mm dia bore pipe including packing under and haunching in against the side of pipes after they are laid and tested complete all as specified and as directed
85.8
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M&L for Double wall corrugated HDPE pipes 300 mm dia, class SN-8 conforming to IS 16098 (part-2) laid in trenches with & including necessary couplers etc complete all as specified and as directed
94.4
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M&L for Double wall corrugated HDPE pipes 200 mm dia, class SN-8 conforming to IS 16098 (part-2) laid in trenches with & including necessary couplers complete all as specified and as directed
231.7
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M&L for Double wall corrugated HDPE pipes 150 mm dia, class SN-8 conforming to IS 16098 (part-2) laid in trenches with & including necessary couplers complete all as specified and as directed
85.8
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M&L plain cement concrete (1:2:4) type B1 using 20 mm graded stone aggregate as in coping, benching of manholes and similar work etc complete all as specified and as directed
3
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M&L for plain Cement concrete (1:2:4) type B-2 using 40 mm graded stone aggregate in surface channels and drains complete all as specified and as directed
3.7
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M & L for providing precast reinforced cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain face set in CM 1:6
5.9
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M & L for 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 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for 150mm dia (internal) pipe complete all as specified an as directed.
6
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M & L for 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 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for 300mm dia (internal) pipe complete all as specified an as directed.
4
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M & L for Plain Cement concrete (1:4:8) type D2 using 40mm graded stone aggregate as in surface channels and drains complete all as specified an as directed.
9
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M & L for precast reinforced cement concrete 1:2:4 type B1 (using 20mm graded agg) as in cover slab for man hole set in CM 1:4
2.9
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M & L for Plain Cement concrete (1:4:8) type D2 using 40mm graded stone aggregate as in 100 mm thick in sub-base concrete to pavement complete all as specified an as directed.
120
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M & L for Providing and laying at or near ground level, factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified an as directed.
5.3
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M & L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified an as directed.
120
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S & F ductile iron pipe fittings such as bends, tapers, tee pieces single branch, "Y" junction, collars, caps and plugs etc spigot socketed or flanged ends type of size upto 200 mm nominal bore conforming to IS-9520/2000 with pressure rating PN-1 (all the fittings shall be coated for rust prevention i.e. external coating zinc rich paint with finishing layer of bituminous as per Annexure - A of IS:9523/2000 and internal lining shall be of cement mortar with seal coat as per Annexure 'B' of IS-9523/2000) complete all as specified and directed. Note: (i) Joint and jointing material, Excavation earth works will be measured and paid for separately
600
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Supply, laying, jointing and testing of ductile iron pressure pipe 100 mm with socket & spigot ends having ISI stamping marking confirming to IS:8329-2000 in standard length of 5.50 - 6.00 meter of classification K-9 suitable for push on rubber tyton (gasket D-jointing) with cement mortar lining in the pipes having 100 mm bore, including aligning the pipes inside trench as per IS:12288-1987 and testing the joints with required water pressure complete all as specified & directed. Note: Cutting of pipe, Joints CI/DI specials, Excavation earth works will be measured and paid for separately
1550
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Supply, laying, jointing and testing of Mild steel ERW black pipe of 80 mm nominal bore medium grade (Class-'B') as per IS: 1239(Part-I) 2004 laid in trenches, over PCC pillars, across or under bridges/ along hill side (up or down)/ culverts/ inside valve pits complete all as specified and as directed. Note: MS fittings, MS flanges, Joints, Excavation and earth work will be measured and paid for separately
30
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Supply and fixing Mild Steel flange for 80 mm nominal bore pipes, 17.5mm thick, 279mm outer dia having 8 holes drilled for 18mm dia bolts for jointing with the existing and new MS pipes, duly welded with pipes/ fittings, bends properly to the plain end complete all as specified and as directed.
10
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S&F pipe fittings in replacement like Mild Steel bends, tapers, tee pieces (single & double branch) any type and angle/ radius and straight connecting pieces, tail pieces, collars etc, flanged ends type of any size / type upto 150mm bore complete all as specified and as directed. NOTE : (i) MS flanges, Joints & Excavation and earth work shall be measured and paid for separately
80
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Supply and fix glow signeage boards with base frame made from angle iron and backside from ACP sheet 3mm thich with IP 68 protection LED module, good quality virgin monomer Acrylic Sheet, 3 inch rising moulding of acrylic letter with 5mm sun board channel, including complete wiring and SMPS power supply with IP 68 protection, Each letter will be made with computer offset print for having same letter style and type as approved complete all as specified and directed.
20
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Supply & fix direct online starter indoor type with floats for automatic operation of pumps suitable for 5 HP capacity motor in sheet steel enclosure 02 Nos complete all as specified and directed.
1
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Supply, installation including lowering, testing & commissioning of Non clog Submersible pumpset 3 phase, 415volts, 50Hz, vertical type having 20cum per Hr at 25 Mtr head having motor rating 3 KW/ 5HP, chrome steel impellers & cutters, non clog to pass 40mm particles including with guide rail and 2 ton capacity chain pulley block-01No with non rusted steel lifting chain etc; suitable for sewage pump, including float switch for automatic operation with all accessories complete all as specified and directed. Note : Cost of all T&P required for lowering of submercible pump and making necessory electrical connection is deemed to be included in the quoted rate.
2
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M & L for earthing complete with galvanized steel earth plate electrode 60 cm x 60 cm x 6mm thick buried directly in ground vertically to a depth not less than 2.25 mtr below ground level with top edge of earth plate at a depth not less than 1.5 mtr connected to galvanized earth lead wire 4 mm dia as earth lead up to 7.5 mtr long by means of nuts, bolts, thimbles,check nuts and washers etc made of galvanized iron connected to earthing test point all as shown in electrical plate No 3 of SSR Part-I 2010 and as specified or indicated and testing on completion including necessary earth work and excavation in any type of soil, PCC (1:3:6) type C1 chamber, pre- cast RCC slab 40mm thick in cement concrete (1:2:4) type B1 with 8 mm dia TMT bars reinforced at 10 cm centre to centre both ways, funnel with GI watering pipe, protection pipe, wire mesh and lugs, test point complete all as specified and as directed.
4
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S & F in rolled mild steel girder "H" sections, fixed sutable for hanging swage pump set etc & including painting with 2 coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
400
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S & F Non Return Sluice Valve 80 mm dia bore, both side flanged, ISI marked (IS-780) of cast iron hand wheel and joining with nut, bolt, washers and rubber insertion packing 6mm thick etc complete all as specified and directed.
2
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S & F Butterfly Valve, Stainless Steel spindle 80 mm bore, flanged ends, PN-1.6, ISI marked as per IS:14846-2000 and Cast Iron operating handle including gasket, nuts, bolts and washers complete all as specified & directed.
3
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M & L for Concealed point wiring complete with 1.5 Sqmm single core PVC insulated unsheathed cable 1100 volts grade multitranded with FRLS copper conductor conforming to IS 694 drawn through and including non-metalic rigid PVC conduit medium grade ISI marked with accessories concealed in walls including MS terminal boxes fabricated with 1.6 mm thick MS sheet concealed on walls with laminated sheet top cover 3 mm thick fixed with cadmium plated iron screws for housing the switches, switch socket outlets, fan regulators etc., including provision of 1.5 Sqmm PVC insulated single core multistranded copper conductor cable as earth continuity conductor and connecting to common earth dolly, all as specified and as directed.for the following :-
-
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One light point controlled by one switch
4
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One fan/exhaust point controlled by one switch/regulator
1
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One 3 pin socket out let 5 A on same board
1
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One 3 pin socket out let 5 A on independent board
1
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M & L for Concealed point wiring with 2.5 Sqmm single core PVC insulated unsheathed cable 1100 volts grade multistranded with FRLS copper conductor conforming to IS 694 drawn through and incl non-metalic rigid PVC conduit medium grade ISI marked with accessories concealed in walls including MS terminal boxes fabricated with 1.6 mm thick MS sheet concealed on walls with laminated sheet top cover 3 mm thick fixed with cadmium plated iron screws for housing the switches, switch socket outlets, fan regulators etc., incl provision of 2.5 Sqmm PVC insulated single core multi stranded copper conductor cable as earth continuity conductor and connecting to common earth dolly, all as specified and as directed.for the following
2
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Note for Item No 91 to 92 :-
(i) The earth wire for the points in the same circuit can be looped from point to point
(ii) Earth wire shall be taken inside the conduit
(iii) Cost of terminal box is deemed to be included in the item rate quoted for point wiring
(v) Cost of a circuit of any length of cable from DB to any switch/ socket board to be included in the item rate quoted for point wiring
-
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S&F LED batten including luminaire suitable for indoor applications 18/20 Watts, 4 feet with extruded aluminium housing & integrated LED channel rectangular white arcylic cover complete with all accessories all as specified and directed.
2
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S & F Switch piano flush type single pole one way 5 Amps all as specified and directed.
7
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S&F Switch socket combination 5 pin, 2 in 1, 5 Amp Flush type all as specified and as directed
2
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S&F of switch socket combination 2 in 1, 3 pin 5 and 15 Amps flush type universal all as specified and as directed
2
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S&F MCB SPN 40 Amps 240 volts, C curve/series complete all as specified and as directed
1
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S&F MCB single pole 6 to 32 Amps, 240 volts, C curve/series complete all as specified and as directed
2
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S&F MCB DB SPN 4 way double door type 240 volts with 200 Amps rated busbar as specified and as directed.
1
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S&F ceiling rose, surface bakelite type 65 x 50 mm, 2 to 3 terminals all as specified and as directed.
5
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S&F LED bldg security light fitting 30Watts with pressure die cast housing along with prismatic polycarbonate difuser with IP 66 protection all as specified and as directed.
2
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S&F Bracket made out of GI tubing medium grade 25 mm bore, approx length 1.5 m long including mild steel clamps made out of MS flat iron 25 x 6 mm, nuts, bolts, washers etc and including applying two coats of aluminum paint over a coat of red oxide primer complete all as specified and directed.
2
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S&F Exhaust Fan, steel body AC single phase, 230V of size 200mm Sweep with, blade and frame and louver all as specified & directed.
1
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M&L XLPE insulated, sreened, PVC bedded, galvanised steel strip or wire armouned power cables, heavy duty with aluminium conductor, 1100 votls grade, cross sectionl area 35 Sqmm, 3.5 core laid in trenches all as specified & directed.
130
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M&L for sand cushioning with a layer of river sand 23 cm thick under and above the cable all as per clause 19.75 of SSR part Icomplete all as specified and as directed.
8
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Supply & Laying sub class 'B' burnt old size bricks for cable protection complete as specified as directed.
0.86
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M&L for GI tubing light grade 50mm dia bore with all accessories for cable protection fixed on poles/bldgs/ laid in trenches including necessary MS clamps, bolts and nuts etc all as specified and as directed.
6
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Supply, installtion,testing commisioning of LT panel, out door type, CPRI approved, platform mounted, totally enclosed, dust and vermin proof, openable from both front and rear side, made out of 3.15 mm thick CRCA sheet, including inner chambers/partitions to mount the following electrical accessories and built upon 50x50x6mm angle iron frame work, having front & rear hinged doors, lifting lugs (2 Nos), provision for earth strip connection, bottom detachable gland plates, connecting using suitable size of zinc plated and passivated nut, bolts and washers. The cabinet & all members should be chemically treated with anti-corrosive chemicals and apply spray paint with two coats of synethetic enamel paint over a coat of red oxide primer. The internal connection of MCCB should be provided with Aluminium strip of suitable size and including necessary grouting/ foundation all as required at site comprising following:-
1
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BUS BAR - Aluminium bus bar system of capacity 200 Amp four pole duly colour coded.
INCOMER - MCCB 4 pole of capacity 100 Amps with breaking capacity of 35 KA - 01 No.
Outgoing - MCCB 4 pole of capacity 63 amps with breaking capacity of 25 KA - 03 No.
Digital multimeter of size 96x96 sqmm - 01 No
Timer switch for switching ON/ OFF Street light daily astronomical calculation of sunrise/sunset timesbased on intered loc or loc coordinates. Nos-01
Phase Indicator Lamp RYB with sheds LED Type - 01 Set of three
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Supply and fixing in repair GI pipe bracket made of 40 mm bore light grade pipe made to shape of overall length of 1.2 mtr for fixing of security light fitting including MS clamps , nuts & bolts of required size complete all as specified and as directed.
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