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Description

Provn Of 04 X Igloo Shed At Kanasar Mil Stn

Tendering Authority: Military Engineer Services

India, Punjab, Bathinda

NTID

28310706

Last Date For Submission

07 Nov, 2022

Closing Date

07 Nov, 2022

BOQ Items
# Item Quantity Units
1 B/R PORTION
2 Surface dressing not exceeding 15cm deep in soft/ loose soil including cutting of grass, roots, bushes if any and leveling of surface and removing from site all grass, roots and extra soil if any complete all as specified and as directed. 18900.00 Sqm
3 Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/ loose soil including cutting of grass, roots, bushes if any and filling of lower portion with soil obtained from cutting and dressing complete all as specified and as directed by Engineer-in-charge. 1820.00 Sqm
4 Excavation in trenches in hard/dense soil not exceeding 1.50 metre wide and not exceeding 1.50 metre in depth; for foundation, laying cable/ pipe, etc. and getting out complete all as specified and as directed. 1700.00 Cum
5 Excavating over areas, not exc 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed. 10715.00 Cum
6 Excavating over areas, exc 1.5 m deep but not exc 3.0 m deep and getting out in hard/dense soil complete all as specified and as directed. 1207.00 Cum
7 Returning filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick each, complete all as specified and as directed. 3572.00 Cum
8 Removing of soil (as obtained from excavation) and filling of earth under floor of igloo, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick each, complete all as specified and as directed. 2240.00 Cum
9 Anti-termite treatment of soil by treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the substructure in contact with backfill to be measured) complete all as specified and as directed. 2000.00 Sqm
10 Anti-termite treatment of soil by treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and as directed. 3060.00 Sqm
11 Anti-termite treatment of soil by treating soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and as directed. 500.00 RM
12 Removing excavated spoil and depositing where directed at a level not exceeding 1.5 metre above and to a distance not exceeding 50 metre from the starting point complete all as specified and as directed. 7289.00 Cum
13 Removing excavated spoil and depositing where directed at a level not exceeding 1.5 metre above and to a distance exceeding 50 metre but not exceeding 250 metre from the starting point complete all as specified and as directed. 794.00 Cum
14 PCC type D-2 (1:4:8), using 40 mm graded stone aggregates as in foundation, filling & mass concrete, complete all as specified and as directed. 2268.00 Cum
15 PCC type C-2 (1:3:6), using 40 mm graded stone aggregates as foundation, in filling & mass concrete, complete all as specified and as directed. 242.00 Cum
16 Reinforced cement concrete, M-30 (Design Mix) as in foundations, rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, using corrosion inhibitor as per manufacturers recommendations complete all as specified and as directed. NOTE : (i) Reinforcement (TMT CRS) and form work shall be measured and paid for separately under appropriate item of this schedule. (ii) Supply only corrosion inhibitor will be measured & paid for separately under appropriate item of BOQ. 2412.00 Cum
17 Reinforced cement concrete, M-30 (Design Mix) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, and the like using corrosion inhibitor as per manufacturers recommendations complete all as specified and as directed. NOTE : (i) Reinforcement (TMT CRS) and form work shall be measured and paid for separately under appropriate item of this schedule. (ii) Supply only corrosion inhibitor will be measured & paid for separately under appropriate item of BOQ. 2878.00 Cum
18 Reinforced cement concrete, M-30 (Design Mix) using 20 mm graded stone aggregate, laid as floor slab by using vacuum dewatering process, using corrosion inhibitor as per manufacturers recommendations complete all as specified and as directed. NOTE : (i) Reinforcement (TMT CRS) and form work shall be measured and paid for separately under appropriate item of this schedule. (ii) Supply only corrosion inhibitor will be measured & paid for separately under appropriate item of BOQ. 496.00 Cum
19 Reinforced cement concrete, M-30 (Design Mix) as in fins, facias, louvers, parapets and railing exc. 60 cm in height, balustrade, and the like using corrosion inhibitor as per manufacturers recommendations complete all as specified and as directed. NOTE : (i) Reinforcement (TMT CRS) and form work shall be measured and paid for separately under appropriate item of this schedule. (ii) Supply only corrosion inhibitor will be measured & paid for separately under appropriate item of BOQ. 10.00 Cum
20 Reinforced cement concrete, M-30 (Design Mix) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like using corrosion inhibitor as per manufacturers recommendations complete all as specified and as directed. NOTE : (i) Reinforcement (TMT CRS) and form work shall be measured and paid for separately under appropriate item of this schedule. (ii) Supply only corrosion inhibitor will be measured & paid for separately under appropriate item of BOQ. 1420.00 Cum
21 Supply only corrosion inhibitor (Master Life CI 220 manufactured by Dr Fixit or equivalent make as approved by Accepting Officer) complete all as specified and as directed. 28104.00 Litre
22 Reinforced cement concrete, M-30 (Design Mix) as in runner beam in PCC road, complete all as specified and directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. 95.00 Cum
23 Reinforced cement concrete M-25 (Design Mix) using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases of columns etc. complete all as specified and directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. 1.00 Cum
24 Reinforced cement concrete M-25 (Design Mix) using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. 1.00 Cum
25 Use & waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams/runner beam; and similar work; vertical or to batter with rough finished surfaces of concrete, complete all as specified and as directed. 1780.00 Sqm
26 Use & waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; verti-cal or to batter with fair finished flat surfaces of concrete, complete all as specified and as directed. 15635.00 Sqm
27 Use & waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizontal or sloping) with fair finished surfaces of concrete, complete all as specified and as directed. 2860.00 Sqm
28 Use & waste of formwork to sides of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizontal or sloping) with fair finished surfaces of concrete, complete all as specified and as directed. 210.00 Sqm
29 Use & waste of formwork to sides of pillars, posts, struts piers, columns and stanchions and similar works (Square, rectangular or polygonal) rough finished complete all as specified & directed by Engineer-in- charge. 11.00 Sqm
30 Mild steel TMT(CRS) bars 10 mm dia and over, Grade -500D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.) 1403400.00 Kg
31 Mild steel TMT(CRS) bars 8 mm dia, Grade- 500 D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.) 30430.00 Kg
32 Mild steel TMT(CRS) bars 8 to mm dia and over as in strriups, spacers, lacing and binders, Grade- 500 D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.) 171500.00 Kg
33 Precast RCC type B-1 (1:2:4), using 20 mm graded stone aggregates in dunnage block and the like complete including necessary mould/ formwork, of size as shown on drawing, complete all as specified and as directed. NOTE : (i) Reinforcement (TMT) and form work shall be measured and paid for separately under appropriate item of this schedule. 118.00 Cum
34 Mild steel TMT bars 10mm dia and over, Grade- 500 D cut to length bent to shape required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.) 180.00 Kg
35 Mild steel TMT bars 8mm dia, Grade- 500 D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.) 25.00 Kg
36 mild steel TMT bars 5mm dia and over upto and including 10mm dia, Grade- 500 D as in stirrups, spacers and binders cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia, complete all as specified & directed by Engineer-in- charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose) 115.00 Kg
37 RCC hume pipe (Type NP-2) ISI marked, 450 mm external dia, with collars, complete all as specified and as directed. 440.00 RM
38 Hand packing (any thickness) of broken stone or boulders at back of walls over arches etc. and raising (or lowering) to the required level , complete all as specified and as directed. 91.00 Cum
39 GI wire netting with 3 mm dia wire with 50 mm aperture for holding stone boulder filling complete all as specified and as directed. 756.00 Sqm
40 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., not exceeding 1.50 m high from base complete all as specified and as directed. NOTE: Approved portion of earth declared surplus and to be disposd off under various items of excavation here-in-above shall be used under this item. 9100.00 Cum
41 Supplying approved earth from outside MOD land for 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., not exceeding 1.50 m high from base complete all as specified and as directed. 3660.00 Cum
42 Supplying approved earth from outside MOD land for 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., exceeding 1.50 m high but not exceeding 3.0 m high from base complete all as specified and as directed. 8990.00 Cum
43 Supplying approved earth from outside MOD land for 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., exceeding 3.0 m high but not exceeding 4.5 m high from base complete all as specified and as directed. 5510.00 Cum
44 Supplying approved earth from outside MOD land for 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., exceeding 4.5 m high but not exceeding 6.0 m high from base complete all as specified and as directed. 1740.00 Cum
45 Mild Steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., as door frames, and hanging; also fastening and fixing confirming to grade Fe-290-Gde E-165, complete all as specified and as directed. 22800.00 Kg
46 Rolled mild steel as in plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment, quality confirming to grade Fe-290-Gde E-165, complete all as specified and as directed. 3220.00 Kg
47 PCC type C-1 (1:3:6), using 20 mm graded stone aggregates in surface channels and drains complete all as specified and as directed. 67.00 Cum
48 Extra for forming fair finished drain or channel inner girth not exceeding 40 cm in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and as directed. 1600.00 RM
49 uPVC pipes, 110 mm external dia, type-B, ISI marked (IS:13592), single socketed with rubber ring joints, as weep holes, complete all as specified and as directed. 210.00 RM
50 100 mm thick, cement concrete type C-2, 1:3:6 using 40 mm graded stone aggregate, as in sub floor, and finished the surface even & smooth, complete all as specified and as directed. 2600.00 Sqm
51 Broken stone hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. 124.00 Cum
52 Rolling & consolidation of formation surfaces with 8 to 12 ton power capacity roller in reqd gradient & camber complete all as specified and as directed. 917.00 10 Sqm
53 Granular sub base 150 mm thick (compacted thickness) with kankar or laterite or broken stone not exceeding 63 mm laid in layers over stabilized soil, rolled and consolidated to gradient and camber, complete all as specified and as directed. 115.00 10 Sqm
54 150 mm thick (compacted thickness) WBM, in two layers (75 mm thick each layer) with coarse aggregates of Granite, trap or basalt of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size), spread, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified and as directed. 917.00 10 Sqm
55 150 mm thick, cement concrete type C-2, 1:3:6 using 40 mm graded stone aggregate, as in sub base to paving, spreaded, levelled and compacted to gradient and camber including necessary formwork, complete all as specified and as directed. 2030.00 Sqm
56 150 micron thick, polythene film laid on concrete surfaces with a coat of bitumen primer @ 0.30 to 0.50 Kg/ per Sqm, complete all as specified and as directed. 7050.00 Sqm
57 Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using minimum 400 kg of cement per cubic metre, thickness of concrete 25 cm or less including use & waste of side forms, complete all as specified and as directed. 1052.00 Cum
58 Forming contraction (Dummy) joint 30 mm deep x 8 mm wide filled with sealing compound grade 'B' for pavements and hard standings complete all as specified and as directed. 191.00 10 RM
59 Forming 20 mm thick & 150 mm deep expansion joint filled with preformed bituminous filler and top 30 mm primed and sealed with sealing compound, Grade ‘B’ complete all as specified and as directed. 15.00 10 Rm
60 Water proofing treatment to RCC roof/wall surfaces of lgloos with 1.5 mm thick self adhesive water profing membrane topped with HDPE valeron film DR FIXIT SAMSHIELD xl1500 conforming to the requirments of DIN EN 1849-1 for thickness with puncture ressistance of >220N as per ASTM E154 including cleaning the surface, priming the surface with cold applied bitumenious primer as per manufactures instructions, properly sealing the joints and maintaining 75 mm overlap between the membrence selvedge & 100 mm overlap on end of membrance over the slab and wall Providing Aluminimium flashing wherver required for Termination of DR Fixit samshiled XL 1500 Memberane including S&F protection board 8 mm thick HDEP Dimple bord spot bonded on retaining wall and roof before back filling from the three sides of the structure complete all as specified and as directed. NOTE : Water Proofing Treatment shall be carried through authorised applicator approved by the manufacturers. 5220.00 Sqm
61 Rendering 10 mm thick on fair faces of brick work or concrete surfaces, finished even and fair on walls in cement mortar (1:4), including mixing of liquid WPC in mortar @ as per manufacturer instruction per bag of cement of 50kg complete all as specified and as directed. NOTE: Supply only WPC will be measured and paid for separately under respective item of BoQ. 3100.00 Sqm
62 Rendering 10 mm thick on fair faces of brick work or concrete surfaces, finished even and fair on walls in cement mortar (1:3), including mixing of liquid WPC in mortar @ as per manufacturer instruction per bag of cement of 50kg complete all as specified and as directed. NOTE: Supply only WPC will be measured and paid for separately under respective item of BoQ. 476.00 Sqm
63 Supply only liquid water proofing compound complete all as specified and as directed by the Engineer-in-Charge. 90.00 Ltr
64 Rendering 15 mm thick on fair faces of concrete surfaces, brick work of wall/cloumn in cement mortar (1:4), finished even and smooth without using extra cement complete all as specified and as directed. 9.00 Sqm
65 Material & Labour for 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 over new surfaces complete all as specified and as directed. 2480.00 Sqm
66 Flame retardant paint on concrete internal walls over & including a coat of flame proof primer complete all as specified and as directed. Note:- The primer is of same material of 1:1 dilution solution application. 3000.00 Sqm
67 Flame retardant paint on concrete on ceiling over & including a coat of flame proof primer complete all as specified and as directed. Note:- The primer is of same material of 1:1 dilution solution application. 2800.00 Sqm
68 Flame resistant paint on steel surface over & including a coat of primer complete all as specified and as directed. Note:- The primer is of same material of 1:1 dilution solution application. 170.00 Sqm
69 Shobhasar moorum filling laid in layers not exceeding 15 cm thick , spread, watered, well rammed and consolidated to required shape and gradient over shed roof and traverse, complete all as specified and as directed. 3744.00 Cum
70 Applying evenly a tack coat of hot bitumen 85/25 at the rate of 1.5 kg per sqm over roof projection complete all as specified and as directed. 122.00 Sqm
71 Applying Nitobond EP (Make Fosroc) to joints of surface at the rate as per manufacturer's instrcutions before laying fresh concrete over old complete all as specified and as directed. 2215.00 Litre
72 100 mm bore Cast iron soil, waste and vent pipes, spun type, ISI marked (IS:3989), in any length with or without ears, with cement joints, fixed in position with and including mild steel clamps, complete all as specified and as directed. 1.00 RM
73 Excavation in post holes in soft/loose soil each not exceeding 0.5 Cum, getting out, returning filling in and ramming earth or broken rubble mixed with around earth in layers not exceeding 25 cm thick, watering and removing surplus spoil to a distance not exceeding 50 m and making good surface complete all as specified and as directed. 340.00 Each
74 PCC type B-2 (1:2:4), using 40 mm graded stone aggregates as in filling & mass concrete, complete all as specified and as directed. 4.60 Cum
75 Mild steel work angle iron fencing posts & flat iron including embedding in concrete and screwingg etc, post and struts in fencing including cutting tops to shape as directed, bent to shape, drilling holes, notching for wire etc,flat iron fillets (for securing wire mesh etc.) Including all necessary drilling, bolting or riveting etc.of Fe-290 Gde E -165 complete all as specified and shown on drawings. 1340.00 Kg
76 Mild steel, plain, black sheet 3 mm thick in wall cladding, steel gates, door shutters and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and as directed. 11.52 Sqm
77 Two coats of synthetic enamel paint over & including a coat of red oxide primer over new steel & iron surfaces of any description, exceeding 10 cm in width or girth including preparation of surfaces complete all as specified and as directed. 66.00 Sqm
78 Material and labour for preparation of old painted steel surfaces of any description not otherwise described over 10cm width or girth by cleaning the dust and removing all loose particle with using sanded paper, clean cloths and dry paint brush & applying two coats of synthetic enamel paint (1st quality) of approved tint/colour to achieve glossing finish with using paint brush complete as specified and as directed by Engineer-in-Charge. 15.00 Sqm
79 Two coats of black bituminous paint over new steel & iron surfaces of any description complete all as specified and as directed. 2.16 Sqm
80 Brickwork with sub class 'B' brunt bricks straight or curved on plan exc 6 m mean radius, built in cement mortar 1:4, complete all as specified and as directed. 98.50 Cum
81 Brickwork with sub class 'B' brunt bricks straight or curved on any radius in half brick thick walls, built in cement mortar 1:4, complete all as specified and as directed. 8.00 Sqm
82 Galvanised, corrugated mild steel sheeting 0.63 mm thick, class 8 with two corrugation side lap, fixed with L/J type hooks/bolts and washers, in roofs, walls etc complete all as specified and as directed. 26.00 Sqm
83 75 mm thick, cement concrete type C-2, 1:3:6 using 40 mm graded stone aggregate, finished even & smooth without using extra cement, as in plinth protection, complete all as specified and as directed. 82.00 Sqm
84 40 mm thick, cement concrete type B-1, 1:2:4 using 20 mm graded stone aggregate, finished even & smooth, as in floors, complete all as specified and as directed. 24.00 Sqm
85 Rendering 15 mm thick on fair faces of brick work or concrete surfaces, finished even and fair on walls in cement mortar (1:4), complete all as specified and as directed. 144.00 Sqm
86 Two coats of cement base paint on new wall surfaces, including preparation of surfaces, complete all as specified and as directed. 66.00 Sqm
87 Writing letters or figures (Block, Roman, Italic or Indian) in synthetic enamel paint not exceeding 30 cm high etc. complete all as specified and as directed. 40.00 Per 10 Nos Per CM Height
88 150 mm thick (spread thickness) soling (or sub base) in one layer with broken boulder or quarried stone of (Granite,Trap,Basalt) , interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete all as specified and as directed. 802.00 10 Sqm
89 Painting lines, dashes, arrows, letters, etc. 3 mm thick film on new surface or previously treaded road surface with hot applied retroreflective thermoplastic road marking paint (white/ golden/yellow) confirming to MORTH ( clause 803.4) with 8 % of glass beads using special applicator machine with heating arrangement uoto 160 degree celcius including cleaning and drying the existing road surface to ensure dust, oil, greese and moisture free surfaces before applying the paint complete all as specified and as directed. 340.00 Sqm
90 Preparing surfaces of WBM by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surfaces with Air pressure to remove all loose dirt etc & applying evenly a tack coat with paving bitumen primer of grade VG-10 @ 10 kg /10 sq.m using mechanical sprayer complete all as specified and as directed. 182.00 10 Sqm
91 Bituminous premix semi dense asphaltic concrete (SDAC) 40 mm consolidated thickness with 5.5% binder content (bitumen of grade VG-30) by weight of total mix using sensor paver with electronic sensing device for automatic levelling and profile control within the specified tolerance and internal heating arrangement for the screed rolled and consolidated to required camber and gradient with 8 to 12 tonne power roller to a uniform smooth surface etc complete all as specified. 182.00 10 Sqm
92 Factory fabricated, machine made, hydraulically pressed, pre-cast cement concrete, M-20 nominal mix, using 20 mm graded stone aggregates, kerb stone, of size approved by GE setting in cement mortar (1:4), complete all as specified and as directed. 31.50 Cum
93 Two coats of white wash on newly plastered surface, including preparation of surfaces complete all as specified and as directed. 108.00 Sqm
94 Brickwork with bricks with sub class 'B' burnt bricks, laid flat on sloping surface of drain; bedded and jointed in cement mortar (1:4) and pointed flush in cement mortar (1:4) as the work proceed, complete all as specified and as directed. 900.00 Sqm
95 Cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in copings and the like including weathering, slightly rounded or chamfered angles & throating including provision of necessary formwork, complete all as specified and as directed. 16.00 Cum
96 Dismantling fencing wire mesh, any type of any description complete including round bar, flat iron etc, complete all as specified and as directed. 5955.00 Sqm
97 Dismantling wrought iron or mild steel work of any description not otherwise provided for; complete all as specified and as directed. 463.00 Qtl
98 Concrete reinforced (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for; complete all as specified and as directed. 36.00 Cum
99 Taking down barbed wire of any description not otherwise provided for; complete all as specified and as directed. 141.00 100 RM
100 Taking down 5.5 mtr wide steel gate of any description complete all as specified and as directed. 4.00 Each
101 Fixing only old retrived steel gate 5.5mtr wide including repair to all broken steel article/member of gate by welding, including oiling / greasing, alignment / adjustments as easing to move etc Including all necessary drilling, bolting or riveting if required complete all as specified and as directed by Engineer-in-charge. 1.00 Each
102 Fixing only old retrived Mild steel work angle iron fencing posts including cutting tops to shape as directed, bent to shape, drilling holes, notching for wire etc,flat iron fillets (for securing wire mesh etc.) Including all necessary drilling, bolting or riveting complete all as specified and as directed. ( MS fencing post obtained from dismantling/taking down of appropriate item of this schedule shall be reused.) 8100.00 Kg
103 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, not exceeding 45 cm long, dia of neck 5 to 10 mm, complete all as specified and as directed. 122.00 Kg
104 Fixing only old retrived10 mm dia MS round bar for fixing of chain link fencing with post complete all as specified and as directed. ( MS round bar obtained from dismantling/taking down of appropriate item of this schedule shall be reused.) 2200.00 Kg
105 Fixing only old retrived Flat iron for fixing of chain link fencing with post complete all as specified and as directed. ( Flat iron obtained from dismantling/taking down of appropriate item of this schedule shall be reused.) 910.00 Kg
106 Fixing only old retrived chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and as directed. ( chain link fencing obtained from dismantling/taking down of appropriate item of this schedule shall be reused.) 1440.00 Sqm
107 Fixing only old retrived Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed, (each line wire to be measured) complete all as specified and as directed. ( barbed wire obtained from dismantling/taking down of appropriate item of this schedule shall be reused.) 35.00 100 RM
108 Treating small articles such as ends of posts, hold fasts etc, with tar or coal tar, black paint, area of surface exceeding 0.1 Sq.m but not exceeding 0. 5 Sq. m each complete all as specified and as directed. 3.08 100 Nos
109 EM PORTION
110 Flame proof point wiring with 1.5 Sq. mm nominal area PVC insulated FRLSH unsheathed multistranded copper conductor cable in and including ERW rigid steel stove enamelled conduit od suitable size not less than 20mm, on surface including suitable way flame proof junction boxes, bends, union and reducers etc. for 04 light points controlled by one MCB including copper wire as specified above as earth wire to common earth and connected to earth dolly complete all as specified and as directed. 28.00 Set of Four Point
111 Flame proof point wiring with 1.5 Sq. mm nominal area PVC insulated FRLSH unsheathed multistranded copper conductor cable in and including ERW rigid steel stove enamelled conduit od suitable size not less than 20mm, on surface including suitable way flame proof junction boxes, bends, union and reducers etc. for 02 light points controlled by one MCB including copper wire as specified above as earth wire to common earth and connected to earth dolly complete all as specified and as directed. 4.00 Set of two Point
112 Surge protection device SPD/barrier device single phase complete all as specified and as directed. 4.00 Each
113 Flame proof compact distribution box made of alumium (LM-6) alloy 12 way,SPN, 240 volts with bus bar rating 100 Amps dust and vermin proof including with cable terminal box complete with all joints terminal/bus bar control fuse and flame proof double compression brass nickel plated cable gland, DB suitable for wall mounting, comprising of incoming MCB SPN, 16 Amp,10KA C curve -01 No and outgoining MCB SP 6 Amp, C curve - 08 Nos complete all as specified and directed. Note : Scope of work shall include supply and fixing DB on walls of building which includes needful T & P and required accessories etc if any, complete including making connection , testing etc complete. No extra payment is admissible on these account. 4.00 Each
114 LED flame proof light fitting 2 x 16 watt, CMRI certified recommanded for gas/ vapor group of IIA & IIB, zone 1 & 2 and IP 65 protection with die cast aluminium housing with heat resistant toughened glass with & including LED tube light fixtures drivers, holders, connector etc complete with all accessories all as specified. The system wattage of fitting should not be more than 2 x 16 watt ± 10%, complete all as per manufacturer's instructions. Note : Scope of work shall include supply and fixing light fitting on wall of building which includes needful T & P and required accessories etc if any, complete including making connection , testing etc complete. No extra payment is admissible on these account. 112.00 Each
115 LED flame proof, water proof, bulk head light fitting 30 watt, IP 66 protection with cast aluminium alloy material and heat & impact resistance toughened glass 'A' having anti corrosive epoxy powder coated finish complete with all accessories all as specified. The system wattage of fitting should not be more than 30 watt ± 10%, complete all as per manufacturer's instructions. Note : Scope of work shall include supply and fixing light fittings on walls of building which includes needful T & P and required accessories etc if any, complete including making connection , testing etc complete. No extra payment is admissible on these account. 8.00 Each
116 Material and labour for Earthing complete with galvanised iron earth plate electrode of size 600 x 600 x 6 mm buried directly 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 metre below normal ground level, connected to and including GI earthing wire of size 4 mm dia by means of GI bolts/nuts/washers and protected by 15 mm bore GI light grade pipe upto test point or upto electric equipment/pole/building, fixing with 02 Nos nuts and bolts. Earth plate shall be surrounded by alternate packed layer 15 cm thick of charcoal or coke and common salt all around bottom and top. 20 mm bore GI medium grade pipe for watering and including funnel, wire mesh, PCC chamber pit made with PCC (1:3:6) type C1 (using 20 mm graded stone aggregate) including necessary form work, excavation and earth work in any type of soil, returning filling and disposal of surplus soil to a distance not exceeding 50m, Pit cover 40mm thick made with RCC (1:2:4) type B1 (using 20 mm graded stone aggregate) including TMT reinforcement 8mm dia @ 75mm c/c both way, MS handle 12mm dia, cover rest on MS angle iron frame 40x40x6mm embeded in concrete duly painted with two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified & shown in electrical plate No. 3 of SSR 2009 (Part-I) complete all as specified and as directed by Engineer-in-charge. Note:- (i) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) Protection pipe and GI earthing wire upto test point or upto electric equipment from top of earth plate shall be included in the unit rate of this item. (iii) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge. 4.00 Each Set
117 Copper strip 20 x 3.15mm with saddles and fixing screws etc for roof conductor and down conductor above ground complete all as specified and as directed. 1508.00 RM
118 Copper strip 32 x 6mm buried in ground and fix to wall and floor for ground conductor complete all as specified and as directed. (Excavation and earth work shall be measured and paid for separately) 816.00 RM
119 Copper rod 12.5mm diameter and 1.15 mtr long suporting for air termnation rod from roof base complete all as specified and as directed. 120.00 Each
120 Test point terminal block made of gun metal or phosphorus bronze size 75mm x 75mm x 25mm drilled and screwed including 3 nos. 8mm dia 25mm long hex. head screw complete all as specified and as directed. 24.00 Each
121 Advance maintenace free enviroment friendly, CPRI approved earthing 10 feet length,17 mm dia earth electrode made high tensile low carbon steel circular rods, moleculary bonded copper on outer surface (minimum copper bonded thickness 250 micron with terminal to connect incoming strips with 02 bags (25 kg each) of environment friendly backfill compound with ROHS test certificate for each. The remaining space will be filled with soil and the top of the earth pit covered with high Density Polymer Earth Pit Chamber cover of dimension (300mm x 300mm x 214mm) with locking seal as to achieve the desired ohm value complete all as speified and directed. Note : (i) Soil Resistivity must be measured and submitted. Accordingly quantity of earth pit will be designed. (ii) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (iii) The unit rate includes earthing lead & protection pipe upto 7.5 metre from top of earth plate. (iv) The contractor shall submit original purchase voucher. (v) If desired value of earthing is not achieved the earthing shall be redone without any extra cost. 24.00 Each Job
122 Precast RCC block of size 300 mm x 300 mm x 600 mm in ( M-30 design mix) including reinforcement with TMT bars, including formwork for fixing lightining conductor and air termination rod for igloo including handle complete all as specified and as directed & shown in drawing. 120.00 Each
123 Air termination, single pointed, copper rod 12mm dia and 300mm long complete all as specified and as directed. 120.00 Each
124 Supply, laying, jointing & testing centrifugally cast (spun) Ductile Iron pressure pipes 100 mm bore , socketed & spigot ends, class K-7 with push on joints ISI (IS:8329-2000) marked in any length, laid in trenches complete all as specified and as directed. NOTE:- DI fittings and earth work shall be measured & paid for separately under respective items of BOQ. 300.00 RM
125 Steel tubes 40 mm bore ‘medium grade’, ISI marked, galvanized with all fittings, laid in trenches, complete all as specified and as directed. NOTE:- Excavation and earth work shall be measured and paid for separately under respective item of Schedule 'A'. 125.00 RM
126 Cast Iron Sluice valve flanged Type, class PN-1, 100 mm bore ISI marked conforming to IS- 14846-2000 complete with stainless steel spindle flanged both ends drilled CI gate with brass ring and iron wheel handle suitable for CI/DI pipe line complete all as specified and as directed. 1.00 Each
127 Making connection by cutting existing CI/DI main 150mm bore under ground pipe for inserting of tee 150mm x 150mm x 100mm and DI collar including necessary earth work complete all as specified and as directed. Note - (i) The rate of excavation ,returning filling and Removing surplus spoil to a distance not exceeding 50 metre and depositing where directed is included in this item . (ii) DI fittings , jointing material,Tee 150mm x 150mm x 100mm and DI collar shall be measured and paid seperately in respective item of BOQ schedule.. 1.00 Each Job
128 Material and Labour Construction of valve pit Type -B of size 100cm X 100cm X 100 cm ( internal dimension ) of brick masonry from the top of surface including cover of MS sheet 3.15 mm thick and angle iron 40mmx40mmx6mm with hinges, handle and locking arrangement including painting with two coat of synthetic enamelled paint over a coat of red oxide and grouting to PCC 1:2:4 plastering in cement mortar 1:3, foundation concrete 1:3:6 including necessary earthwork complete all as specified and shown on drawings. 1.00 Each Job
129 DI/CI fittings like 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 or socket and spigot or flanged) collars, caps and plugs upto 150 mm bore pipe complete all as specified and as directed. 100.00 Kg
130 Gun metal glove or gate valves with iron wheel head screwed both ends for iron pipes and fixed of size 40 mm bore complete all as specified and as directed. 3.00 Each
131 Taking out existing cast iron/ ductile iron pipe 100 mm bore including all fittings with spigot & socket ends and lead joints including burning out joints and recover the lead, removing pipe from site complete all as specified and as directed. 350.00 RM
132 Laying only old serviceable cast iron/ ductile iron pipe 100 mm bore including all fittings with spigot & socket ends complete all as specified and as directed. (old pipe retrived from dismantling/taking down of appropriate item of this schedule shall be reused after cleaning, joint shall be measured & paid seperately) 50.00 RM
133 Making good existing tapping point of DI/CI main 150 mm bore under ground pipe including CI blanking plate, necessary earth work and jointing material etc complete all as specified and as directed. 1.00 Each Job
134 Rubber tyton joint suitable for 100 mm dia pipe complete all as specified and as directed. 10.00 Each
135 Supplying, laying, fixing or laid in trenches / ducts / through pipes / in floors / under roads / under hard standing /along poles and testing, Cross linked Polyethylene (XLPE) LT Cable, XLPE Insulated, PVC inner sheathed, bedded, galvanised steel strip or wire armoured cable (heavy duty) 1100 volt grade with stranded aluminium conductor having cross sectional area 10 Sqmm, 2 core conforming to IS-7098 (Part-I 1988) with upto date amendments, complete all as specified and as directed. Note :- (i) Excavation, earth work, sand cushioning, brick protection, boring/cutting of road and pipe shall be measured & paid separately under appropriate item of this Schedule.) 600.00 RM
136 Supplying, laying, fixing or laid in trenches / ducts / through pipes / in floors / under roads / under hard standing /along poles and testing, Cross linked Polyethylene (XLPE) LT Cable, XLPE Insulated, PVC inner sheathed, bedded, galvanised steel strip or wire armoured cable (heavy duty) 1100 volt grade with stranded aluminium conductor having cross sectional area 35 Sqmm, 3.5 core conforming to IS-7098 (Part-I 1988) with upto date amendments, complete all as specified and as directed. Note :- (i) Excavation, earth work, sand cushioning, brick protection, boring/cutting of road and pipe shall be measured & paid separately under appropriate item of this Schedule.) 300.00 RM
137 Sand cushioning using clean local tibba fine sand for underground cable 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cable complete all as specified and as directed. Note:- Punned thickness shall be considered for payment purpose. 55.00 Cum
138 Factory made, un-reinforced precast concrete ISI marked (IS:5820) cable covers class LV type 1 size 250 mm x 150 mm x 40 mm for cable protection complete all as specified and as directed. 4560.00 Each
139 GI tubing light grade, 50 mm bore, ISI marked, for cable protection including fittings complete all as specified and as directed. 160.00 RM
140 Material and labour for Earthing complete with galvanised iron earth plate electrode of size 600 x 600 x 6 mm buried directly 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 metre below normal ground level, connected to and including GI strip of size 32x6 mm by means of GI bolts/nuts/washers and protected by 40 mm bore GI light grade pipe upto test point or upto electric equipment/pole/building, fixing with 02 Nos nuts and bolts. Earth plate shall be surrounded by alternate packed layer 15 cm thick of charcoal or coke and common salt all around bottom and top. 20 mm bore GI medium grade pipe for watering and including funnel, wire mesh, PCC chamber pit made with PCC (1:3:6) type C1 (using 20 mm graded stone aggregate) including necessary form work, excavation and earth work in any type of soil, returning filling and disposal of surplus soil to a distance not exceeding 50m, Pit cover 40mm thick made with RCC (1:2:4) type B1 (using 20 mm graded stone aggregate) including TMT reinforcement 8mm dia @ 75mm c/c both way, MS handle 12mm dia, cover rest on MS angle iron frame 40x40x6mm embeded in concrete duly painted with two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified & shown in electrical plate No. 3 of SSR 2009 (Part-I) complete all as specified and as directed by Engineer-in-charge. Note:- (i) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) Protection pipe and GI earthing wire upto test point or upto electric equipment from top of earth plate shall be included in the unit rate of this item. (iii) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge. (iv) The unit rate includes earthing lead & protection pipe upto 7.5 metre from top of earth plate.) 2.00 Each
141 Supply, installing, commissioning and testing factory made LT panel board (Outdoor type) cubical type suitable size made out of CRCA powder coated sheet 3.15 mm thick machine pressed, dust and vermin proof and angle iron pedestal frame made from angle of size 50mm x 50mm x 6mm, pedestal frame grouted in PCC (1:2:4) type B-1 20mm graded crushed stone aggregates, including provision of thimbles, cable entry boxes with cable glands of cast copper alloys. Panel should covered from all sides with front and back door openable with hinges including locking arrangements. Complete with aluminium bus bar of capacity 200 Amps, TPN, Three phase,04 wire (in separate chamber) including painting to MS angle frame with two coats synthetic enameled paint over a coat of red oxide primer complete all as specified and as directed and comprising with the following:- (a) Incoming MCCB TPN 63Amp, 16 KA -01 No. with extension links (b) Out going MCB SPN, 230 volts,16 Amps 10 KA 'C' series- 04 Nos. (c) Digital Voltmeter LED Type , 0-500 V with selector switch -01 No. (d) Digital Ammeter LED Type 0-60 Amps with selector switch and CT-01 No.(e) Indicating LED Lamp for RYB Phases-01 Set. Note :- (i) Drawing of panel shall be approved by GE before fabrication. 1.00 Each
142 Dismantling and taking down LED street light fittings from pole including bracket complete all as specified and as directed. 68.00 Each
143 Dismantling and taking down steel tubular poles 9 mtr long embed in PCC including taking down old connection cable (1.5Sqmmx3core) along with protection GI pipe (40mm bore) and junction box complete all as specified and as directed. 68.00 Each
144 Taking out old unserviceable under ground LT cable (16Sqmmx4 core) from trenches/ducts/under floor/from pipe including taking out of PCC cover layer of cable protection and removing from site complete all as specified and as directed by Engineer-in-Charge. Note:- Cost for excavation returning filling including making good disturbed surface shall deemed to be included in quoted unit rate, nothing shall be paid extra on this account. 2948.00 Each
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