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| 1 | Dismantling posts or struts (wood, steel or RCC) any section embeded in conc, brickk work, etc, incl taking out embeded portion and making good disturbed ground, complete all as specified and as directed. |
| 2 | Excavating in post holes or similar holes each n.exc 0.50 Cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers n exc 25cm watering and ramming surplus soil to a distance e exc 50m and making good as in soft/loosesoil complete all as specified and as directed. |
| 3 | M&L PCC 1:3:6 type C2 using 40mm graded stone aggregate in foundation, post holes,filling and mass concrete, etc complete all as specified and as directed. |
| 4 | M&L for mild steel work as in post and struts in fencing including cutting tops to shape, as directed, drilling holes, notching for wire etc, flat iron fillets, etcincl all necessary drilling, bolting or riveting, welding etcand including embeding in concrete etc;complete all as specified and as directed. |
| 5 | S&F 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 as directed. |
| 6 | S&F Mild steel screw bolts (machine made) with10 mm dia of neck and 40 mm long, 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 complete all as specified and as directed |
| 7 | Dismantling fencing wire mesh any type, complete all as specified and as directed. |
| 8 | Supply only mild steel galvanised chain link fencing of mesh size 50mm x50 mm/100x100 and dia of wire not less than 3 mm etc complete all as specified and as directed. |
| 9 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and as directed |
| 10 | S&F galvanised, 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 65mm to75mm 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 of wire to be measured), complete all as specified and as directed. |
| 11 | M&L for preparation of new steel and iron surfaces of any description n. exc 10 CM width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 12 | M&L for preparation of new steel and iron surfaces of any description exc 10 CM width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 13 | M&L Preparing surface andtreating ends of posts etc., and treated with tar or coal tar black paintarea n exc 0.5 sq. m each,complete all as specified and directed. |
| 14 | 200 mm thicksolling except material (metal to be reused retrived vide item no 1 above) interstics filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed. |
| 15 | 100mm thick ( compacted thickness ) WBM except material (metal to be reused retrived vide item no 1 above) stone, sand stone flin t or guartzite of grading II randing from 63mm to 40mm, hollows blinded with and including screening with moorum, watered. consolidated each layer separately to the required graidient and camber with 8 to 12 tonne power roller complete all as specified and as directed. |
| 16 | Premix bituminous, macadamwith paving bitumen laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and as directed. |
| 17 | M & L using paving bitumen, applying evenly a priming/ tack coat with bituminious primer at 10 kg per 10 sqm using by manually sprayer complete all as specified and as directed. |
| 18 | M&L for 30mmconsolidated thickness bituminious premixed carpet consolidated thickness with 0.41 cum of stone of chipping mixed with 21.90 kg of binder , rolled and compactedto required camber and gradient complete all as specified and as directed. |
| 19 | M&L for DWCPE (SN8) 200(ID nominal)mm diameter pipes laid on bedas per IS code 16098 part-II complete all as specified and directed |
| 20 | M&L plain Cement concrete 1:4:8type D2 (40 mm graded aggregate) in haunching of pipe of 200 mm dia pipeand mass-concrete complete all as specified and directed |
| 21 | M&L FOR DWCPE (SN8) 300(ID nominal) mmdiameter Pipes laid on bed as per IS code16098 Part-II complete all as specified and directed |
| 22 | M&L plain Cement concrete 1:4:8 type D2 (40 mm graded aggregate) in haunching of pipe of 300 mm dia pipeand mass-concrete complete all as specified and directed |
| 23 | M&L 100 mm thick GRANULAR SUB BASE BEDDING Kankar or laterite, spread, rolled and consolidated to gradient and camber required complete all as specified and as directed. |
| 24 | Demolition of brickwork build in cement mortar complete all as specified and as directed. |
| 25 | M&L brickwork with sub class \"B\" bricks straight or curved on plan exc 6.0 m radius built in cement mortar 1:4 complete all as specified and directed. |
| 26 | Excavating in trenches manually, n exc 1.5m wide and n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft and loose soil complete all as specified and directed. |
| 27 | Excavating in trenches manually, n exc 1.5m wide and exc 1.5mbut not exc 3.0m in depth ; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft and loose soil including timbering arrangement as per SSr Part-I complete all as specified and as directed. |
| 28 | Excavating in trenches by mechanical means (hydraulic excavator) in foundation trenches or drainsn exc 10sq m on plan and n exc 1.5mwide and getting out the excavated soil and disposal of surplus as directed within a lead of 50m. including timbering arrangement as per SSr Part-I complete all as specified and as directed. |
| 29 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed. |
| 30 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. |
| 31 | M&L 15 mm thick cement plastering in CM 1:4 on other than fair faces of brickwork or concrete surface finised even and smooth without using extra cement complete all as speciifed and directed |
| 32 | M&L 15 mm thick cement plastering in CM (1:4) with water proofing compound (WPC) on fair faces of brickwork or concrete surface finised even and smooth without using extra cement complete all as speciifed and directed. (WPC measured and paid for separately) |
| 33 | Supply only water proofing compoundISI marked complete all as specified and as directed. |
| 34 | Cutting into existing manholes for connecting new drains of 200 to 300 mm dia , 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 complete all as specified and as directed. |
| 35 | S&F SFRC (Steel fibre Reinforcement concrete cover & frame ) HD-20mm, ISI marked conforming to IS-12592, graded rectangular clear opening 560X560mm and circular in size and fixed overmanhole after demolition of PCC coping & manhole Cover & set in CM 1:4 including PCC benching in CM (1:2:4) and finishing smooth complete all as specified and as directed.Note : reinforcement , concrete , form work and handles paid under relavent items |
| 36 | M&L RCC M-30 (20 mm graded aggregates) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. |
| 37 | M&L RCC, M-30 (20 mm graded aggregates) as in walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed. |
| 38 | M&L RCC, M-30 (20 mm graded aggregates) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed. |
| 39 | M&L fair finished Formwork flat/ curvedto 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; verticle or to batter etc complete all as specified and as directed. |
| 40 | M&L fair finished Formwork flat/ curvedto faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better etc complete all as specified and as directed. |
| 41 | M&L fair finished Formwork flat/ curvedto soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping)r etc complete all as specified and as directed. |
| 42 | M&L TMT Mild steel bars 10mm 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 0.9mmdia or securing with clips complete all as specified and directed. |
| 43 | M&L Mild steel pvc coated Factory made 25 mm overall size with 16 mm TMT bars rungs of size (wxL) 263 mm x165 mmsize fixed in RCC while casting complete all as specified and directed. |
| 44 | M&L extra for forming of fair finish drain or channel 30 cm inner girth incl forms,moulds , mit-tred/stopped extra complete all as specified and as directed. |
| 45 | Note:- Net contract sum shall be calculated after deduction of Sch of credit. |
