Military Engineer Services Tender
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Costs
EMD
₹ 15,00,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Summary
Raising Of Formation Level And Reconstruction Of Main Road From Kalibari Tcp Area To Srikona Pump House
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_MES_671747_2Tender No
89790/MSP/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed.
23.45
-
-
Surface dressing n.exc. 15 cm deep and getting out in soft/loose soil complete all as specified and as directed.
9005
-
-
Excavating post holes or similar holes, each not exceeding 0.5 Cum, getting out in soft / loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm thick, watering, and removing surplus soil to a distance not exceeding 50 M and making good surface complete all as specified and as directed.
327
-
-
Rough excavation not exceeding 1.5 m deep and getting out soft / loose soil complete all as specified and as directed.
898.5
-
-
Excavation over area, n. exc 1.5m in depth and getting out in soft/ loose soil complete all as specified and as directed.
1090.8
-
-
All as per item No 08 here in before but for depth exc. 1.5 m but n exc. 3.0 m from base complete all as specified and as directed.
225.4
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) for all kind of soil including getting out and lift upto 1.5m complete all as specified and as directed.
51674
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) for all kind of soil including getting out for depth exc 1.5 m but n exc. 3.0 m from base complete all as specified and as directed.
10000
-
-
Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation, laying of pipe or for shafts, wells cesspits, man holes, pier holes, laying of cable etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in soft / loose soil complete all as specified and as directed.
5258.5
-
-
Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation, laying of pipe or for shafts, wells cesspits, man holes, pier holes, laying of cable etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed.
10
-
-
Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and as directed.
3471.1
-
-
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc, n exc. 1.5 m high from top of existing road for subgrade as per IRC, MoRTH complete all as specified and as directed.
42159.2
-
-
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., depth exc. 1.5 m but n exc. 3.0 m high from top of existing road for subgrade as per IRC, MoRTH complete all as specified and as directed. Note :- For item No 15 & 16 Earth obtained from excavation shall be reused.
20850
-
-
M&L for laying 200 mm thick (compacted thickness) Granular sub base (GSB) of grade V as per table 400-1 in accordance to 400-2 and finished surface tolarances as per table 900-1 of MORTH, specification for road and bridge works 2013, in one layers of 200 mm thick laid rolled and compacted complete all as specified and as directed.
2888
-
-
Removing excavated soil to distance not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point etc complete all as specified and as directed.
2996.6
-
-
Removing excavated soil to distance exc. 250 m but n exc. 500m and depositing where directed complete all as specified and as directed.
9936
-
-
Removing excavated soil to distance exc. 500m but n exc. 1.5 km and depositing where directed complete all as specified and as directed.
16347
-
-
Removing excavated soil to distance exc. 1.5km but n exc. 5 km and depositing where directed complete all as specified and as directed.
36892.5
-
-
M&L for earth filling under floor including spreading, levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and as directed.
Note :- Earth obtained from excavation shall be reused.
6
-
-
M & L for Sand filling under floors, foundations with clean dry sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness complete all as specified and as directed.
353.4
-
-
M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick ,spread, levelled ,rammed and consolidated to required gradient and camber with 0.2 to 0.5 tone hand roller including watering complete all as specified and as directed.
1308.5
-
-
M & L for hardcore with broken stone or boulder of gauge not exc 63 mm, deposited, spread and levelled in layers n. exc 15 cm thick, watered and rammed to a true surfaces complete all as specified and as directed.
75.75
-
-
M&L for PCC 1:4:8, type D2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete etc. complete all as specified and as directed.
170
-
-
M&L for PCC 1:3:6, type C2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete etc. complete all as specified and as directed.
438.7
-
-
M&L for 100 mm thick PCC 1:4:8 type D2 (using 40mm graded crushed stone aggregate) as in sub base complete all as specified and directed.
505
-
-
M&L for 100 mm thick PCC 1:3:6 type C2 (using 40mm graded stone crushed aggregate) as in sub base complete all as specified and directed.
1750
-
-
M & L for 75 mm thick PCC 1:2:4, type B1 (using 20 mm graded crushed stone aggregates) as in path / paving / hard standing / floor and finished the surface even and smooth using extra cement complete all as specified and as directed.
81
-
-
M & L for 100 mm thick PCC 1:2:4, type B1 (using 20 mm graded crushed stone aggregates) as in base for floor and finished the surface even and smooth without using extra cement complete all as specified and as directed.
643.6
-
-
M&L for PCC 1:3:6 type C2 (using 40 mm graded stone crushed aggregate) as in coping for the Steel Poles, cills including necessary formwork (straight or curved) complete all as specified and as directed.
4
-
-
M & L for PCC 1:2:4, type B1 (using 20 mm graded crushed stone aggregate) as in coping, benching, cills, fixing of post, water trough etc. including necessary formwork (straight or curved) complete all as specified and as directed.
44
-
-
M & L for Providing precast cement concrete 1:2:4, type B1 (using 20 mm graded crushed stone aggregate) as in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section ), with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar 1:4 with joints to match complete all as specified and as directed.
28.8
-
-
M & L for PCC 1:3:6, type C1 (using 20 mm graded crushed stone aggregate) as in surface channel or drain including necessary form work complete all as specified and as directed.
52
-
-
M & L for PCC 1:2:4, type B1 (using 20 mm graded crushed stone aggregate) as in surface channel or drain including necessary form work complete all as specified and as directed.
25.4
-
-
M&L for extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends complete all as specified and as directed.
1084
-
-
Add or deduct for each 25 mm girth or part thereof over or under 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends complete all as specified and as directed.
2816
-
-
M&L for forming contraction ( Dummy) joint 65mm deep x 10mm wide filled with sealing compound grade 'A' complete all as specified and as directed
28.5
-
-
M&L for 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, 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 and as directed.
96.6
-
-
M & L for precast RCC cover slab, 1:1.5:3 type A-1,(Using 20 mm graded crushed stone aggregate ) as in drain/manhole cover slab etc., and set in cement mortar 1:4 including necessary form work complete all as specified and as directed.
78.4
-
-
M&L for RCC 1:1.5:3, type A1 (using 20mm graded crushed stone aggregate) as in Slabs supported on walls, beams, and column in floors, roof, landing, balconies, canopies, deck slab and in shelves and like etc. complete all as specified and as directed.
1
-
-
M&L for RCC M-25 (design mix) (using 20mm graded crushed stone aggregate) as in foundation including rafts, footings, foundation beams, plinth beams, bases for columns etc complete all as specified and as directed.
149.75
-
-
M&L for RCC M-25 (design mix) (using 20mm graded crushed stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed.
6.75
-
-
M&L for RCC M-30 (design mix) (using 20mm graded crushed stone aggregate) as in beams, cantilever, lintels over 1.5 m span complete all as specified and as directed.
0.75
-
-
M&L for RCC M-30 (design mix) (using 20mm graded crushed stone aggregate) as in drain walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed.
116
-
-
M&L for RCC M-25 (design mix) (using 20mm graded crushed stone aggregate) as in Walls, retaining walls and like, any thickness complete all as specified and as directed.
155.5
-
-
M & L for mild steel TMT bars 10 mm dia and over cut to length, bent to shape as required including cranking, bending spirally for hooping for columns,hooking ends and binding with mild steel wire(annealed) not less than 0.9mm dia as in reinforcement bar complete all as specified and as directed.
34744.25
-
-
M & L for mild steel TMT bars 8 mm dia cut to length, bent to shape as required including cranking, bending spirally for hooping for columns,hooking ends and binding with mild steel wire(annealed) not less than 0.9mm dia as in reinforcement bar complete all as specified and as directed.
5172
-
-
M&L for mild steel TMT bars 8 mm dia and over upto and including 10mm dia cut to length, bent to shape required including cutting, cranking, hooking ends and binding with mild steel wire (annealed) not less than 0.90mm dia as in stirrups, spacers and binders complete all as specified and as directed.
1525.3
-
-
Use and waste 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 rough finished flat surfaces of concrete complete all as specified and as directed.
1237.6
-
-
Use and waste formwork to sides of pillars, posts, struts, piers, columns and stanchions (Square, Circular rectangular or polygonal) for fair finished flat surfaces of concrete complete all as specified and as directed.
96.7
-
-
Use and waste formwork to sides and soffits of floor or roof beams, beams haunchings, girders, bressumers, lintels over 1.5m clear span, cantilevers, shelves including supports overhangs also splays between floors and beams for fair finished flat surfaces of concrete complete all as specified and as directed.
10.6
-
-
Use and waste formwork to faces of wall, retaining walls, parapets, railing and similar work including attached pilasters, buttresses etc vertical or to batter for fair finished surfaces of concrete flat or curved complete all as specified and as directed.
546.6
-
-
Use and waste formwork to soffits and sides of suspended slabs such as roof slabs, floor slabs, sun shade, chajja, floors, roofs, landings, balconies , n exc 200 mm thick (horizontal or sloping) for fair finished surface of concrete complete all as specified and as directed.
10
-
-
Use and waste formwork to edges of concrete flats, slab and similar work exc 5cm but n. exc 10cm wide for fair finished surfaces of concrete complete all as specified and as directed.
20
-
-
M&L for walling of squared rubble, regular coursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and as directed.
601.4
-
-
S&F PVC (SWR) pipes, 110mm bore in any length as in weep hole complete all as specified and as directed.
720.4
-
-
M&L for hand packing of stone boulders (any thickness) at back of walls, over arches and raising (or lowering) to the required level complete all as specified and as directed.
172
-
-
M&L for raised pointing to squared rubble, coursed or uncoursed in cement mortar (1:3) complete all as specified and as directed.
34.9
-
-
Demolition of brick or stone masonry work, built in cement mortar including all quoins, arches, pillars complete all as specified and as directed.
74.5
-
-
M & L for brick work with sub class ‘B’ bricks old size (locally available best quality) straight or curved on plan exceeding 6 m mean radius built in cement mortar (1:6) complete all as specified and as directed.
554.8
-
-
M&L for brick work with subclass ‘B’ bricks, (locally available best quality) straight or curved on plan to any radius in half brick thick wall, built in cement mortar (1:4) complete all as specified and directed.
142.6
-
-
Taking down cement plaster on walls, chajja surfaces, including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed.
192
-
-
M&L for 15 mm thick rendering in cement mortar (1:4), on fair faces of brick or concrete surfaces, finished the surface even and smooth with using extra cement complete all as specified and as directed.
2640.4
-
-
M&L for 15mm thick rendering in cement mortar (1:4), on fair faces of brick work or concrete surfaces, finished fair and even without using extra cement complete all as specified and as directed.
1080.45
-
-
M&L for preparation of newly plastered surface of walls and applying two or more coats of 100% Premium acrylic emulsion 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 complete all as specified and as directed.
945.7
-
-
M & L for rolled mild steel work in tubular trusses, using tubular/ square hollow sections including special shaped washer using ERW or induction butt welded tubes conforming to I.S. 1161-2014/ IS 4923-1997 grade St.-240 complete all as specified and as directed.
426
-
-
M & L for rolled mild steel work in gates and the like using tubular/square hollow sections and side hung including pintle hinges, stops, hand-made sliding bolts, monkey tail bolts complete using induction butt welded tubes/SHS conforming to IS.1161 - 2014/ IS 4923-1997 grade St.-240 complete all as specified and as directed.
1600
-
-
S&F rolled mild steel plates (plain or chequered) square cut or notched (ordinary & counter sunk) forming holes, with riveted, bolted or welded attachment GDE Fe410-W (GdeE- 250) quality 'A' complete all as specified and as directed.
11.3
-
-
S & F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long and diameter of shank 5 to 10mm completed all as specified and as directed.
46.1
-
-
S & F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long and diameter of shank 11 to 15mm completed all as specified and as directed.
6.6
-
-
M & L for preparation of new steel surface over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide Zinc chrome primer complete all as specified and as directed.
64.2
-
-
M&L for preparation of old painted steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint complete all as specified and as directed
64.4
-
-
M&L for preparation of new steel or iron surfaces of any description n exc 10cm width or girth and applying two coats of synthetic enamel paints over a coat of red oxide, zinc chrome primer complete all as specified and as directed.
157.5
-
-
S&F Pre- painted galvalume aluminum zinc coating AZ-150 GI based corrugated or semi corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed.
44
-
-
Dismantling fencing wire mesh of any type complete all as specified and as directed.
115.5
-
-
Supply only mild steel galvanised chain link fencing wire mesh of any size or type complete all as specified and as directed.
275
-
-
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolt etc including provision of binding wire complete all as specified and as directed
115.5
-
-
Dismantling posts or struts embedded in ground (wood, steel or R.C.C.) any section, including taking out embedded portion in natural ground and making good disturbed ground complete all as specified and as directed.
67
-
-
S&F mild steel angle iron post & strut etc. in fencing including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 GdeE-165 complete all as specified and as directed.
613.9
-
-
Dismantling and refixing of old MS angle fencing posts, straining or terminal posts, struts etc. for fencing, average sectional size 75x75x6mm , 65x65x6mm or other sections and height above ground level exc 2.0m but n.exc. 3.0m complete all as specified and as directed. Note : (i) This item includes demolition of foundation concrete if any , unscrewing of nut/bolts etc. required for dismantling of fencing post and refixing of the post at new locations. (ii) Excavation work & concrete work as in foundation if required for fixing of fencing post shall be measured and paid separately.
151
-
-
Taking down carefully Chain link fencing including line wires any type and size mesh and any type of standards rails, straining bolts etc and refixing the same at other locations including provision of binding wire complete all as specified and as directed.
642.4
-
-
S&F mild steel round/square plain bars 10 mm dia, cut to length bend to shape as required for fixing of chain link fencing complete all as specified and as directed.
945.85
-
-
S & F in repairs, galvanized two strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to RCC / steel post etc., including securing or tying at crossing with and providing of galvanized mild steel wire, staples or steel pins, etc., (each line of wire to be measured separately) complete all as specified and as directed.
1.65
-
-
M&L for 20 mm thick Granite (of any type) work ( table rubbed and polished) in steps, jambs, pillars,window cills, cooking platforms and like, over and including 15 mm thick bedding layer of cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed.
23
-
-
M&L for glazed ceramic coloured tiles 450mmx300mmx7mm thick, set and jointed in neat cement slurry and pointed in coloured cement as in vertical surfaces such as skirting, dados and risers to steps etc to match over and including 10 mm thick screed bed or bedding layers in CM (1:4) and pointed in white or coloured cement to match the shade of tile complete all as specified and as directed.
225.7
-
-
S & F 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required, 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 and as directed .
1765
-
-
S & F 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required 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 and as directed .
73
-
-
M&L for preparation of newly plastered brick and concrete surface of wall over 10 cm girth or width, not otherwise described and applying two coats of synthetic enamel paint over one coat of wall primer complete all as specified and as directed.
1697.5
-
-
S & F 110 mm dia PVC (SWR) pipes, single socketed in any length with rubber ring joints and laid in trenches or in floor complete all as specified and as directed.
Note : Earth work shall be measured and paid separately under respective item.
227.5
-
-
M & L for PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in bed for drain pipes 110/100 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed.
227.5
-
-
M & L for 450mm bore reinforced concrete pipes, class NP2, laid and jointed with collars complete all as specified and as directed.
Note : Earth work shall be measured and paid separately under respective item.
5
-
-
M & L for 600mm bore reinforced concrete pipes, class NP2, laid and jointed with collars complete all as specified and as directed.
Note : Earth work shall be measured and paid separately under respective item.
40
-
-
M & L for PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in bed for RCC pipes 450 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed.
5
-
-
M & L for PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in bed for RCC pipes 600 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed.
40
-
-
Scarifying or picking gravelled, macadam or bituminous macadam depth exc 50 mm but n exc 100 mm and surfaces in area exc 400 sqm complete all as specified and as directed.
1641.75
-
-
M&L for 150 mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness complete all as specified and directed.
2943.75
-
-
M&L for dry Lean Concrete (DLC) 150mm thick of aggregate gradation as per Table 1 of SP 49:2014 having average 07 days compressive strength not less than 7Mpa. Minimum cement content must not less than 140 kg/cum DLC mixed in batching plant, transported and laid to site including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum dry density, necessary finishing and tolerances to be as per table 900-1 of MoRTH specifications for road and bridge works 2013 compacted complete all as specified and as directed.
1962.5
-
-
M&L for 325mm thick Pavement Quality Concrete (PQC) of minimum 28 days field Flexural strength of 40 Kg/Sqcm or 4.0 Mpa, aggregate gradation as per Table 3 of IRC 15-2017, coarse aggregate of clean , hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular virgin synthetic fiber of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer including PQC laid, spread and compacted by fixed form paver complete all as specified and as directed. Note: Required surface texturing to be done as specified in Clause 10.1.14 and Table 9 of IRC: 15-2017 including all necessary arrangement of Steel shuttering for PQC where ever required.
6378.1
-
-
M&L for mild steel TMT dowel bars 32 mm dia and 1 m long as in PQC reinforcement complete all as specified and as directed.
15724.3
-
-
M&L for finishing surface of concrete roads, pavements, by brooming complete all as specified and as directed.
1962.5
-
-
M&L for forming 25 mm width expansion joint in concrete slab for full depth of PQC (slab thickness 325 mm thick). The Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The joint then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant, Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS-5212, BS-4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete all as specified and as directed.
63
-
-
M&L for construction joints 25 mm deep and 10 mm wide by early entry saw cut using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil , vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 12 mm dia, application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN- 141875-2003 with minimum movement accommodation factor (MAF) of +I- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and as directed.
250
-
-
M&L for forming dummy/contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 1 /3rd to 1 /4th the thickness of the slab widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size straight and smooth edges Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 8 mm dia application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS- 5212 , BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) OF +/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and as directed.
373.5
-
-
M&L for Laying and compacting 150 mm thick (compacted thickness, WMM laid in two layers of 75 mm each) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete as specified and as directed.
29.25
-
-
M&L for applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0. 7-1 kg/sqm on surface of WMM/WBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed.
29.25
-
-
M & L for Providing and consolidating 50 mm thick premix Dense Bituminous Macadam (DBM Grading-11) using min 4.5% VG 30 grade binder by weight of total mix aggregate gradation as per Grading 2 of Table 500- 1 0 of MoRTH specification for road and bridge works 2013 , rolled and compacted to required camber and gradient complete all as specified and as directed
14.6
-
-
M&L for applying evenly a tack coat of Bitumen VG-1 0 grade conforming to IS: 73 at a rate of application of 0.3- 0.4 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and as directed.
29.25
-
-
M&L for Providing and consolidating 40mm thick premix Dense Asphaltic Concrete (DAC-11) using min 5.4% VG-30 binder by weight of total mix aggregate gradation as per Bituminous Concrete Grading 2 of Table 500-17 of MoRTH specification for road and bridge works 2013, rolled and compacted to required camber and gradient complete all as specified and as directed.
29.25
-
-
M & L for preparing bituminous/concrete surfaces of road and marking 2.5mm thick center lines, stop lines, dashes, arrows exc 10cm wide on roads pavements with hot applied thermoplastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine as per manufacturers instruction complete all as specified and as directed.
1010.6
-
-
S&F solar cat eyes/road studs of size 130mmx127mm x75mm including stem height 53 mm approx, having die set cast aluminium body (Grade LM-6) with reflection strip , fully water proof and weather proof coating , visible distance up to 500 meter , having compact highly efficient battery with back up of up to 4 days , 6 Nos LED (3 Nos each side) yellow charged flashed, flash frequency 1.2 Hz 1.8 Hz , automatic dusk to dawn operation including solar pane 3.5V/110MA & battery one PC sub 'C' type Ni-Cd rechargeable battery 1.2 V, 2.5 AH, temperature range 20 degrees centigrade to 70 degree centigrade , capable of withstanding temperature between minus 20 degrees centigrade to plus 55 degree centigrade and flash rate of 50-65 times per minutes, having anti twist and anti theft ribs, fixed on road for roadway sign as per manufacturers instruction complete all as specified and as directed.
128
-
-
S&F dual reflective cat eye of impact resistant ABS plastic stud 110x128x30 mm double molded solid state having ultra violet resistant colour (white/red/yellow) with four round discs containing 28 mini retro reflective glass beads of colour white/red/yellow to a side provided with steel zinc plated nail of dia 12mm and 120 mm long for fixing to road by hammering complete all as specified and as directed.
350
-
-
S&F Stainless Steel round, rectangular or square tube frame supported with bolts over round stainless steel tubular leg of 16 gauge with stainless steel bonded clamps, all Stainless steel parts should be polished complete all as specified and as directed.
476.9
-
-
S&F high intensity reflective sign boards made out of hardened ACP sheet 4mm thick POP is riveted to sheet frame of square or rectangular tube, Sign board should be reflective with wide HIP sheet and overlay film of white/ Red / Yellow colour with computer cut letters on both side sheet, sign and border complete all as specified and directed.
Note :- (i) Stainless Steel Frame shall be measured and paid separately
(ii)The size and style of letters as specified and directed by Engr-in Charge.
72
-
-
S&F metal tubular delineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermoplastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 (Using 20 mm graded crushed stone aggregate ) complete all as specified and as directed.
100
-
-
M&L for fabricating and erecting W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5mm spaced 2m c/c, 2.0 high, 1.5m below ground / road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm to IS 1367 and IS 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long complete all as specified and as directed.
144
-
-
S&F road speed breaker of size 420 mm width and of height 70-75mm made out of strong weather-resistant hardened rubber capable to with stand weight of the vehicles comprises of segments of colour black/ yellow, Length of one segment 490-500mm and having 2 x 2 = 4 numbers glass reflective lenses suitable for fixing with 4 steel zinc plated 12 x 120 mm nails complete all as specified and as directed Make: Cat No. Greenlite GPL-07-55 / ALC-PSBI of Asian Loto or equivalent Make as specified in list of make.
180
-
-
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided complete all as directed.
70.2
-
-
Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, arches, pillars but excluding ashler facings, dressed stone work and precast concrete articles and disposing off complete all as directed.
159.4
-
-
Demolition of cement concrete (un-reinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) and removal of debries complete all as directed.
35
-
-
Scarifying or picking gravelled macadam or bituminious macadam surfaces in area exceeding 400 Sqm exceeding 50 mm and not exceeding 100 mm deep complete all as directed.
23.4
-
-
Structural design of RCC culverts and submission of drawings alongwith design calculations of 06 Nos of culverts for following sizes.
(i) Type A- 02 Nos
Opening C/S Area = 4.6 m x 1.5m and length 8.00 m (ii) Type B- 04 Nos
Opening C/S Area = 1.20 m x 2.00m and length 9.00 m Note : (a) The following structural details shall be adopted for design:- (i) RCC : M-30 grade of concrete (Design mix) as per IS codes. (ii) Reinforcement : Fe-500D (TMT Bars) (iii) Seismic Zone for Design : Zone V (iv) Wind Speed : 50m/Sec (v) SBC : SSI Report shall be provided by GE. (vi) Temperature Range : (+) 2 degrees to (+) 50 degrees Celsius (vii) Fire Resistance : 2 Hours fire rating as per IS 1641
(b) Design Standards : The contractor is expected to carry out design with due diligence and in accordance with laid down standards, regulations and sound engineering practices. The consultant is also expected to undertake midterm review of design to meet site requirement during execution phase of the project. Provisions & specifications contained in different IS codes and IRC codes are expected to be followed while designing. Structural analysis & design shall be done on latest version of STAAD. The design to be carried out in limit state method.
(c) All structural design and drawings are to be prepared based on latest IS codes & IRC norms and other relevant/applicable codes and special publications as applicable.
(d) Vetting : The contractor shall provide the STAAD file, Autocad drg in soft copy and design and drawings should be got vetted from any IIT/ NIT/ Government Engineering college. A certificate from vetting agency on compliance to standards, codes, regulations in respect of safety, soundness and economy shall be enclosed with the design folder.
(e) The design shall be approved by A.O before commencement of culvert work on ground.
(f) Contractor shall submit three hard copies and one soft copy of drawing and design calculation for approval.
1
-
-
Taking out 250 mm bore DI pipe spigot and socket ends including all fittings and relaying the same at other proposed locations after necessary earthwork complete all as specified as directed.
160
-
-
Taking out 200 mm bore DI pipe spigot and socket ends including all fittings and relaying the same at proposed location after necessary earthwork complete all as specified as directed.
160
-
-
Supplying, laying, jointing and testing of DI pipe of size 250 mm dia (10") as per IS 8239/2000 class K-9 with inside cement mortar lining with spigot and socketed end including rubber gasket joint (tyton joint) laid in trenches complete all as specified and as directed.
25
-
-
Supplying, laying, jointing and testing of DI pipe of size 200 mm dia (8") as per IS 8239/2000 class K-9 with inside cement mortar lining with spigot and socketed end including rubber gasket joint (tyton joint) laid in trenches complete all as specified and as directed.
25
-
-
Taking up carefully 100 mm bore CI pipes from the trenches, including all fittings, with spigot and socket ends and lead joints including burning out joints & recovering lead including disconnecting pipes and fittings complete all as specified and as directed.
120
-
-
Supplying, laying, jointing and testing of DI pipe of size 100 mm dia (4") as per IS 8239/2000 class K-9 with inside cement mortar lining with spigot and socketed end including rubber gasket joint (tyton joint) laid in trenches complete all as specified and as directed. Note : For Item No 124 to 129 Earth work shall be measured and paid separately under respective item.
120
-
-
M&L for DI fittings for spigot and socket pipes of any bore size such as bends(any type, radius and angle) tapers any type (straight, bend, increasing, decreasing or double socket etc) Tee pieces single branch 'Y' junction ,double branch, cross(all sockets and spigot) collars caps and plugs complete all as specified and as directed.
2500
-
-
M& L for cutting out existing CI/DI pipe line of size 250 mm bore complete all as specified and as directed.
5
-
-
M& L for cutting out existing CI/DI pipe line of size 200 mm bore complete all as specified and as directed.
5
-
-
M&L for dismantling joints in ductile iron pipe 200 mm bore type K-9, PN 1.6 including tail piece and all jointing accessories complete all as specified and as directed.
3
-
-
M&L for dismantling joints in ductile iron pipe 250 mm bore type K-9, PN 1.6 including tail piece and all jointing accessories complete all as specified and as directed.
3
-
-
Taking up or down 40/50mm bore GI tubing from trenches / wall including all fittings complete all as specified and as directed.
200
-
-
S&F GI tubing 50mm bore, medium grade with all fittings and laid in trenches complete all as specified and as directed.
100
-
-
S&F GI tubing 40mm bore, medium grade with all fittings and laid in trenches complete all as specified and as directed.
100
-
-
M& L for cutting out existing GI pipe of size 40 to 50 mm bore for alteration or addition complete all as specified and as directed.
Note : For Item No 135 to 138 Earth work shall be measured and paid separately under respective item.
10
-
-
M& L for drilling and tapping in CI/DI water mains (in position) for branch connection of the internal dia 20mm complete all as specified and as directed.
12
-
-
Dismantling of old unserviceable/ ACSR conductors of any size from overhead lines, poles by removing binding wire, service wire, cables and removal from site complete all as specified and as directed.
18.5
-
-
Dismantling corroded rusted /defected cross-arms of M.S. channel or angle of any sections Complete all as specified and as directed.
6
-
-
Dismantling of old unserviceable insulator of any size/type complete all as specified and as directed.
325
-
-
Dismantling of earth wire/cradle /stay/ service distribution feeder complete all as specified and as directed.
1.2
-
-
Dismantling existing GI Pole 7.00 Meter long carefully and erecting the same in different locations complete all as directed. Note: Excavation, PCC & Painting work will be measured separately.
72
-
-
Dismantling of steel tubular pole 9 Metre long and its all connected items i.e Junction box, GI pipe and refixing the same in true vertical position at proposed location after painting work complete all as specified as directed. Note: Excavation, PCC & Painting work will be measured separately.
31
-
-
Supplying, erecting & fixing in true vertical position, steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts and screws as specified type 410 SP-31 (9.0 metres long) confirming to IS-273 (Part I & II) including painting of pole with two coats of aluminium paint over a coat of red oxide zinc chrome primer from top of the pole to 1.5m above the bottom of the pole and painting with two coats of black bituminous paint over a coat of red oxide zinc chrome primer upto 1.5m from bottom of the pole including numbering of poles complete all as specified and as directed.
Note: Excavation & PCC work will be measured separately.
20
-
-
M&L for preparation of old painted surface of steel tubular pole 9 metre long and applying two coats of black synthetic enamel paints upto 1 metre from the ground level and two coats of aluminium paint over the remaining portion of the pole and writing pole No with black paint over the base of white circle of 150 mm dia complete all as specified as directed.
31
-
-
S&F shock proof and rust proof pole mounted junction box of size 250x200x105mm for street lighting system complete all accessories and including MCB SP 6 Amp, 100 Amp rated heavy duty connector, 4 terminals, pole clamp with nut bolts, cable gland with cable entry, suitable lugs etc with necessary mounting arrangement complete all as specified and as directed.
51
-
-
Taking out old unserviceable under ground LT cable of any sizes including cable protection and GI pipe complete all as specified and as directed.
3000
-
-
Supply, laying, connecting and testing XLPE insulated, PVC sheathed, armoured LT electric power UG cable (heavy duty with stranded aluminum conductor) of size 120 sqmm, 3.5 core, 1100 Volts (Earthed) grade, confirming to IS-7098 (Part-II) laid through duct/ pipe / in trench etc. with cable glands & suitable size of aluminium lugs complete all as specified and as directed.
350
-
-
All as per item No 150 here in above but for 95 Sqmm 3.5 core.
400
-
-
All as per item No 150 here in above but for 35 Sqmm 4 core.
2100
-
-
All as per item No 150 here in above but for 25 Sqmm 4 core.
1900
-
-
All as per item No 150 here in above but for 10 Sqmm 4 core.
150
-
-
Taking out under ground HT XLPE cable, of size 95 sqmm 3 core, 11000 Volts including cable protection and GI pipe complete all as specified and as directed.
3700
-
-
laying only HT cable of size 95 sqmm 3 core obtained from item No 155 with all necessary accessories like brass compression cable glands, terminal lugs etc, complete all as specified and as directed.
3700
-
-
Supply, laying and testing cable XLPE insulated, earthed, screened, PVC sheathed, galvanised iron strip armoured, electric power cable (heavy duty) with stranded aluminium conductor 11000 volt grade of size 95 sqmm 3 core complete all as specified and as directed.
Note: For Item No 149 to 157 Excavation shall be measured and paid separately.
400
-
-
M & L for cable jointing kit 11 KV (earthed) grade cable for indoor termination heat shrink type joint with jointing material and accessories suitable for XLPE armoured aluminium conductor cable of size 50sqmm to 95sqmm 3 core complete all as specified and as directed.
6
-
-
M & L for cable jointing kit 11 KV (earthed) grade cable for straight through heat shrink type joint with jointing material and accessories suitable for XLPE armoured aluminium conductor cable of size 50sqmm to 95sqmm 3 core complete all as specified and as directed.
6
-
-
M& L for indoor termination heat shrinkable type cable joint kit, for 1.1 KV cable with all jointing materials & accessories suitable for cable of size 70 sqmm to 150 sqmm 3.5 or 4 Core complete all as specified and as directed.
3
-
-
M& L for straight through heat shrinkable type cable joint kit, for 1.1 KV cable with all jointing materials & accessories suitable for cable of size 25 sqmm to 50 sqmm 3.5 or 4 Core complete all as specified and as directed.
8
-
-
Supplying and laying un-reinforced precast concrete cable cover, class HV, type 1 flat, size 300X180X40 mm complete all as specified and as directed.
21500
-
-
Supply and laying well burnt sub class ‘B’ bricks old size locally available best quality for cable protection cover laid flat and dry in trenches over the cable with length of the brick perpendicular to the direction of cable complete all as specified and as directed.
44.37
-
-
Material and labour for sand cushioning with dry river sand to the full width of trenches for cushioning of underground cable including spreading, leveling, punning down the thickness of sand upto 18cm and consolidated complete all as specified and as directed. Note: Punned thickness of sand cushioning will be measured and paid.
915
-
-
M&L for boring of hole under roads with mechanical arrangement upto 100 mm dia without disturbing the top surface of the road for passing the cable across the road complete all as specified and as directed.
60
-
-
Supply and laying GI tubing 50mm bore light grade with fittings laid in trenches, on pole and road crossing for protection of LT underground cables complete all as specified and as directed.
120
-
-
All as per item No 163 here in above but for 100mm bore.
60
-
-
Taking down unserviceable street light fitting with accessories from 9 meter long pole complete all as directed
16
-
-
Taking down repairable street light fitting with accessories from 9 Metre pole to repair by replacing the defective parts when required including cleaning /servicing fitting and re-fixing in its original or new location on pole complete all as directed. Note: Spare parts required for replacing defective part shall be measured and paid under relevant items of this schedule as supply only.
15
-
-
S&F of LED street light fitting of high-quality group control enabled integrated LED Street Light with a minimum system lumen of 4900 lm and system wattage not exceeding 35W with a nominal system efficacy of 140 lumen/watt. The LED used shall have CCT of 5700K, SDCM 5 and CRI 70. The housing should be made of LM6/ADC12 Alloy, non-corrosive single piece pressure die-cast aluminum, to withstand extreme environments. The spigot shall be part of “Single piece pressure die-cast housing” & shall not be bolted to the luminaire housing to ensure robust design. The name of the brand should be embossed/ engraved & should not be mentioned using sticker/ screen printing. It should have corrosion resistant powder coating to pass NSS of 500 Hrs. The luminaire LED shall have declared lifetime of 50K hours@L70B50. The product should be designed for continuous operation (10-12 hrs. per day). The ingress protection should be minimum IP66 & impact resistance shall be IK10. Control gear compartments shall be top maintainable without accessing/opening the optical compartment. The Luminaire should have a minimum 20 KV/10KA SPD duly bolted in the Luminaire. The SPD should be able to sustain a minimum 15 hits of 10KA rating i.e Total of 45 hits across all the three modes as per IEEE 62.41.2. The luminaire should be of Class B serviceability. The driver should be asphalt potted & should be a BIS approved. The driver shall have operating voltage of 120V to 270V, PF 0.95 @ full load, THD 10% @ full load. The driver should be capable of withstand voltage stress of 440V for 8 Hrs, should have an auto shutdown @ 325V( + 15V) and have an auto recovery feature complete all as directed.
36
-
-
S&F street light bracket made out of 40mm bore GI tubing light grade of length 1.5 metre including all MS clamps of 40 x 5mm, nuts, bolts and washers and bend to shape complete all as specified and as directed.
51
-
-
M&L for PVC insulated FRLS unsheathed stranded Copper conductor 2 x 2.5 sqmm (nominal area) cable drawn in PVC conduit for connection of light fittings including MS clamps of required size complete all as specified and as directed.
300
-
-
Supply only Driver suitable for 60-90 watt LED street light fitting complete all as specified and as directed.
5
-
-
Supply only Surge protection device 5 KV suitable for LED street light upto 75 Watts complete all as specified and as directed.
4
-
-
Supply only Surge protection device 5 KV suitable for LED street light upto 75 Watt to 150 Watts complete all as specified and as directed.
3
-
-
Supply only Surge protection device 10 KV suitable for LED street light complete all as specified and as directed.
Note: for serial item No 173 to 176 : The spare part are for replacement in carrying out repairs to unserviceable LED Luminairs.
3
-
-
Supply, Installation, Testing and Commissioning of Outdoor type RTU based Monitoring / Annunciating cum feeder pillar Control Panel of suitable size made out of 1.6mm thick CRCA sheet. The street light control panel shall be able to monitor and control minimum 90 single phase street lights of upto in the circuit of 30 lights of maximum 63Watt each and shall consist of the following equipments.
(i) RTU shall have (commercial grade) minimum 800Mhz processor with 512MB RAM, with suitable Analog Inputs / Outputs and Digital Inputs / Outputs + 20% spare capacity, 02 nos. RS485 communication ports, 1 no. Ethernet port. Modbus and DNP3 compatibility, Aux. supply 24V DC, Program memory backup facility for 180 days, Real time clock, Operating temperature range O to 70·c. with inbuilt GPRS modern (4G enabled with at least 150MBPS speed) with suitable external antenna, capable of sending data remotely and SMS as well; including the cost of communication for 24 months. The RTU shall be NABL certified as per IEC 61010-1 (clause 6.8}-Dielectric and IEC 60255-27 (clause 10.5.3) -Impulse testing. Make: Schneider, Siemens, GoPower, RightWatts, Regin
Note: (i) The RTU shall have a remote webpage for operation; the remote webpage shall have capability to integrate 50 such RTUs. The webpage standard design shall be capable of controlling street Lights using a web link over Internet connection.
(ii) SMPS of 230V AC Input, 24VDC output, current rating 10A
(iii) Set of Control Relays, if required (iv) I/C: 32 A TPN MCCB - 01 Nos, O/G: S 16A SPMCB-3 Nos. (v) Selector Switches (vi) Push Buttons and LED signal (vii) Power contractor of suitable ratings for the street lamps (vii) 0.5 sqmm multistranded internal wiring with ferruling suitable lugs.
Note: The modem shall be inbuild type and have following features:
(i) GPRS Multi-slot GPRS class 10/8; GPRS station class B
(ii) Power Class 4 (2 W@ 850/900 MHz) and Power Class 1 (1 W@ 1800/1900 MHz)
(iii) QMI and MBIM enabled (iv) Auto restore -time reset
2
-
-
Supply, Installation, Testing & Commissioning of Android App to control and monitor street lighting loops (including OFF/ ON, Status, energy consumption, 20 parameters from multifunction meter) on hourly basis alongwith real time alerts (within 10 seconds) complete all as specified and as directed. Note For Serial No 177 and 178 : The cost of provision of Sim connection & hoisting/ vending software required for communication deemed to be included in the quoted rate against these items
1
-
-
Supply, Installation, Testing & Commissioning of multifunction meters with RS485 for mounting on 01 Pump house panel (replacing analog ampere meters) using existing current transformers. The meter shall be of acc cl 1.0 and shall be able to record V, A, KW, KWh, PF, F. In addition all meters shall also be able to record THD (current and voltage) including all wiring cables, cutting of cabinets, etc. complete all as specified and as directed.
2
-
-
Supply, Installation, Testing & Commissioning of LT current transformer for rating upto 20A suitable for above meter and the street lighting panel, including all cable arrangement complete all as specified and as directed.
2
-
-
M&L for earthing complete with galvanised iron earth plate electrode 600 mm x 600 mm x 6 mm thick, burried directly and preferably vertically in ground, earth pit not less than 2.25 Mtr deep below ground level with top edge of the plate not less than 1.5 m below ground level connetced with galvanised strip of size 25mmx4mm by means of nuts, bolts, check nuts and washers made of galvanised iron or steel earthing lead to be protected by galvanised iron pipe of 40mm dia (light grade) and other end connected to earthing test point or lightening arrestor or main controlling switch as directed including providing funnel with 20mm bore galvanised iron pipe (medium grade), wire mesh, charcoal or coke and common salt in alternate layer of 15cm (compacted thickness) all round the earth electrode, concrete earth pit in PCC (1:3:6) type C-1 (with 20mm graded aggregate), 50mm thick precast RCC (1:2:4) cover slab (re-inforced with 8mm dia TMT bar @ 15 cm C/C both ways and suitable handle made of 10mm dia) including necessary earth work in excavation, returning filling and removal of surplus earth upto a distance not exceeding 50 m etc all as shown on electrical plate No. 3 of MES Schedule Part-I(2009) including testing on completion including demolition of old earthing complete all as specified and as directed.
4
-
-
Note: Item for demolition and construction of new culvert based on approved Drawings shall be measured and paid under respective item of BOQ.
-
-
-
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