| 1 | 1 | Cleaning of blocked sewage line of 100 mm bore pipe by rodding from one manhole to next manhole and washing through in fresh water including removing all sludge from the sewage lines and disposing off properly outside the defence land complete all as specified and as directed.\n | | 350 | RM |
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| 2 | 2 | All as per Sl item No 1 above but 150 mm bore.\n\n | | 500 | RM |
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| 3 | 3 | All as per Sl item No 1 above but 200 mm bore.\n\n | | 300 | RM |
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| 4 | 4 | Cleaning of gully trap / Nahani trap / water closet at any floor level by rodding and including removing the debris complete all as specified and as directed.\n\n | | 600 | Each |
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| 5 | 5 | Cleaning of manhole of size not less than 0.6 m x 0.6 m & depth not exc. 1 m including lifting up & removing sludge, accumulated solid / semi solid sludge and any other foreign material with proper equipments and washing down completely with water for smooth functioning of sewage line, removing sludge obtained from cleaning to a distance not exceeding 50 m, fillling the sludge in newly excavated pit, treating with bleaching powder and refilling top of pit with earth & removing balance earth to a distance n exc 50 m complete all as specified and as directed.\nNote:- Rate quoted shall deemed to be included cost of all excavation & earth work.\n | | 160 | Each |
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| 6 | 6 | All as per Sl item No. 5 above but depth exc 1 m & not exc. 1.5 m \n\n | | 100 | Each |
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| 7 | 7 | All as per Sl item No. 5 above but depth exc 1.5 m & not exc. 2 m \n\n | | 25 | Each |
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| 8 | 8 | M&L precast cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in landing, cover slabs (for manholes etc), chullah hoods, chajja, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar 1:4 including necessary forms, moulds etc. & demoliton complete all as specified and as directed.\n | | 5 | Cum |
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| 9 | 9 | M&L RCC 1:2:4 Type B1 (20 mm graded crushed stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and like and including demolition complete all as specified and as directed.\n | | 5 | Cum |
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| 10 | 10 | M&L mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.\n | | 150 | Kg |
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| 11 | 11 | All as per Sl item No. 10 above but 6 to 8 mm dia.\n\n | | 50 | Kg |
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| 12 | 12 | M&L brick work with sub class 'B' brick, straight or curved on plan exc. 6 m mean radius built in CM 1:6 including demolition complete all as specified and directed.\n | | 60 | Cum |
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| 13 | 13 | All as per Sl item No. 12 above but except bricks.\nNote:- Serviceable quantity of bricks obtained from demolition shall be reused under this item.\n | | 20 | Cum |
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| 14 | 14 | M&L brick work with sub class 'B' bricks straight or curved on plan to any radius, built in CM 1:4 as in half brick thick wall and including provision of 02 Nos 8 mm dia TMT bars in full length of wall at every fourth course including demolition complete all as specified and directed.\n | | 50 | Sqm |
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| 15 | 15 | M&L brick work with sub class 'B' brick, in one brick thick honey comb walling, built in CM 1:4 including demolition complete all as specified and directed.\n | | 100 | Sqm |
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| 16 | 16 | Taking down cement plaster on brick or concrete surfaces / ceiling, racking out joints hacking for key scrubbing down with water etc complete all as specified and directed.\n | | 300 | Sqm |
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| 17 | 17 | M&L 15 mm thick rendering in CM 1:6 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed.\n | | 150 | Sqm |
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| 18 | 18 | M&L 15 mm thick rendering in CM 1:4 on fair faces of brick work or concrete surface using water proofing compound as per manufacturers instructions finished even and smooth without using extra cement complete all as specified and directed. \nNote:- WPC shall be measured and paid separately.\n | | 200 | Sqm |
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| 19 | 19 | Supply only liquid water proofing compound complete all as specified and directed. \nMake:- Fosroc chemicals / STP Ltd / M/s Sika India Ltd / Hindcon Chemicals Limited\n | | 6 | Kg |
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| 20 | 20 | M&L PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation filling and mass concrete including demolition complete all as specified and directed.\n | | 36 | Cum |
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| 21 | 21 | M&L cement concrete 1:2:4 type B0, (using 12.5 mm graded crushed stone aggregate) as in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, benching, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating and including necessary formwork & demolition complete all as specified and directed.\n | | 6 | Cum |
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| 22 | 22 | M&L PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in walls or retaining walls, any thickness; size or shape and including pilasters, buttresses & columns and including demolition complete all as specified and directed.\n\n | | 14 | Cum |
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| 23 | 23 | Use and Waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished flat surfaces of concrete complete all as specified and directed.\n | | 54 | Sqm |
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| 24 | 24 | M&L PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation filling and mass concrete including demolition complete all as specified and directed.\n | | 8 | Cum |
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| 25 | 25 | M&L for PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in surface channel and drain and including demolition complete all as specified and directed.\n | | 15 | Cum |
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| 26 | 26 | M&L hardcore of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. \n | | 2 | Cum |
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| 27 | 27 | M&L 75 mm thick, PCC 1:3:6, type C-1 (using 20 mm graded crushed stone aggregate) as in floors, paths, plinth protection, hardstanding etc. including demolition complete all as specified and directed.\n | | 100 | Sqm |
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| 28 | 28 | Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out all excavated material in soft / loose soil complete all as specified and directed.\n | | 100 | Cum |
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| 29 | 29 | All as per Sl item No. 28 above but exc 1.5 m & not exc 3.0 m in depth\n | | 10 | Cum |
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| 30 | 30 | Excavating over areas, not exc 1.5 m deep and getting out in soft / loose soil complete all as specified and directed.\n | | 30 | Cum |
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| 31 | 31 | All as per Sl item No. 30 above but exc 1.5 m & not exc 3.0 m deep\n | | 20 | Cum |
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| 32 | 32 | Returning, filling in and including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and as directed.\n | | 100 | Cum |
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| 33 | 33 | Removing of excavated surplus soil to a distance n. exc 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed.\n | | 60 | Cum |
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| 34 | 34 | M&L PCC 1:4:8, type D-2 using 40 mm graded crushed stone aggregate as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 100 mm bore pipe including demolition complete all as specified and directed.\n | | 19 | RM |
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| 35 | 35 | All as per Sl item No. 34 above but for 150 mm bore pipe\n | | 95 | RM |
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| 36 | 36 | All as per Sl item No. 34 above but for 200 mm bore pipe\n | | 19 | RM |
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| 37 | 37 | S&F in repairs 100 mm bore salt glazed stone ware (SGSW) drain pipes grade 'A' laid in trenches & jointed in CM 1:1 and tested complete all as specified and directed.\nMake:- Hind / Prakash or equivalent as approved by GE\n | | 20 | RM |
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| 38 | 38 | All as per Sl item No. 37 above but 150 mm bore\n\n | | 100 | RM |
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| 39 | 39 | All as per Sl item No. 37 above but 200 mm bore\n\n | | 20 | RM |
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| 40 | 40 | M&L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required, bore of pipe 200 mm complete all as specified and as directed.\n | | 10 | Each Pipe |
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| 41 | 41 | Dismantling posts or struts (wood, steel or R.C.C.) any section, embedded in concrete, brick work, masonry, etc, and including taking out embedded portion and making good disturbed ground complete all as specified and directed.\n | | 768 | RM |
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| 42 | 42 | Excavation in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning filling in and ramming earth in layers not exceeding 25 cm thick, watering and removing surplus soil to a distance not exceeding 50m and making good in soft/loose soil complete all as specified and directed.\n | | 290 | Each |
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| 43 | 43 | M&L for mild steel work in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof 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,) and including all necessary drilling, bolting or riveting, etc, and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.\n\n | | 8029 | Kg |
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| 44 | 44 | S&F galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm 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, and including dismantling complete all as as specified and directed (each line wire to be measured). | | 20 | 100 RM |
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| 45 | 45 | All as per Sl item No. 44 above but fixing only.\nNote:- Serviceable quantity obtained from dismantling shall be reused under this item.\n | | 10 | 100 RM |
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| 46 | 46 | Supply only chain link MS galvanized fencing, any size or type complete all as specified and directed.\n | | 3362 | Kg |
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| 47 | 47 | Fixing only chain link fencing including line wires, any mesh, size and type of standards, rails, straining bolts, etc, and including provision of binding wire including dismantling complete all as specified and directed. | | 1827 | Sqm |
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| 48 | 48 | All as per Sl item No. 47 above but re-fixing only.\nNote:- Serviceable quantity obtained from dismantling shall be reused under this item.\n | | 100 | Sqm |
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| 49 | 49 | M&L mild steel round bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.\n | | 1590 | Kg |
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| 50 | 50 | S&F mild steel screw bolts diameter of neck 11 to 15 mm (machine made) with hexoganal 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, exc. 5 cm but not exc. 10 cm long complete all as specified and directed. | | 65 | Kg |
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| 51 | 51 | S&F in repairs concertina coil razor blade type, fixed with galvanissed 'J' clips, of following specification :-\n(a) Dia of coil spiral / loop - 600 mm\n(b) No of spirals / loops per bundle of coil- 50\n(c) Weight of each bundle of coil - 8 Kg (minimum)\n(d) Coverage of wall / fence per bundle of coil - 6 m\n(e) Central core wire made from high tensile spring steel wire (conforming to IS:4454) of dia 2.50 mm, UTS 1600 N/Sqmm (minimum), duly hot dipped galvanised (conforming to IS-2629) zinc coating 230gm /sqm (minimum)\n(f) Razorblade : Electro galvanized steel razorblades of length 11.50 mm, width 19 mm & thickness 0.50 mm, conforming to IS - 1573, zinc coating 120 gm/sqm , pitch of barbs 25.00 mm\n(g) Handle, clips (minimum 5 clips per 2 spiral) and spikes to be provided as required complete\nMake :- M/s Shiva Engineering Co. or equivalent\n | | 150 | RM |
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| 52 | 52 | M&L preparation of new steel surfaces of any description not exceeding 10 cm width or girth when unconnected with other painting or when painted in a different tint and including applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.\nMake :- Jotun India Pvt Ltd / Apcolite (Asian) / Luxol (Berger) / Jenson & Nicholson Paints Ltd (Borolac) / Shalimar Paints Ltd (Superlac)\n | | 120 | 10 RM |
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| 53 | 53 | M&L preparation of new steel surfaces of any description, not otherwise described over 10 cm width or girth and including applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. \nMake :- Jotun India Pvt Ltd / Apcolite (Asian) / Luxol (Berger) / Jenson & Nicholson Paints Ltd (Borolac) / Shalimar Paints Ltd (Superlac)\n | | 150 | Sqm |
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