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| 1 | Dismantling of RCC postsor struts of any section incl. taking out embedded portion and making good of disturbed ground (posts embedded in natural ground) etc complete all as specified. |
| 2 | All as per item above here-in-before but posts embedded in concrete. |
| 3 | Dismantling chain link fencing of any type fixed in any situation including flat iron MS round bars, mounted on nuts & bolts etc complete all as specified. |
| 4 | M/L for providing PCC 1:4:8 type D2 using (40mm graded stone aggregate) in foundation filling and mass concrete. |
| 5 | S&F Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding 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.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 |
| 6 | Supply only, chain link fencing of MS galvanized fencing, any size or type complete all as specified & directed. |
| 7 | Fixing only chain link fencing including line wires, any mesh , size and type fixed to any type of standards, rails, straining bolts, etc., incliding provision of binding wire complete all as specified and directed Note : Supply only chain link fencing and line wire will be measeured and paid separetly. |
| 8 | S&F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed to other, or screwed both ends, each screwed end to be fitted with washers and hexagonal or square nut length of bolt exc 10cm but n.exc 20cm long and dia of neck 11 to 15mm. |
| 9 | M&L Mild steel round bars, 10mm dia cut to length weared and securing chain link fencing to fencing posts, complete all as specified and as directed |
| 10 | S&Fgalvanised 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 and tying at crossings with and provisions of galvanised mild steel wire staples or steel pins etc as directed (each line wire to be measured). |
| 11 | S&F of concertinal coil of dia 600 mm and weight @ 1.42Kg per meter shall be fixed as per direction of Engr-in-charge. |
| 12 | M&L for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete(Fe-410W Grade-250) |
| 13 | Dismantling structural steel work including doors, gates but excluding framedtruss etc. |
| 14 | M&L for preparation of new steel surfaces and apply two coats ofsynthetic enamel paint over a coat of red oxide primer over 10 cm in width or girth of surfaces complete all as specified and directed. |
| 15 | Demolition of stone masonary of any description and in any position, built in cement mortar, including all quoins, arches and pillars etc. Complete all as specified and directed. |
| 16 | M&L for squared rubble walling Jodhpur type brought upto course well bonded, bedded and solidly hearted built in cement mortar (1:6) complete all as specified and directed. |
| 17 | M&L for squared rubble walling Jodhpur type brought upto course well bonded, bedded and solidly hearted built in cement mortar (1:6) but except stone complete all as specified and directed. |
| 18 | Extra over of hammer dressing to face stone with maximum depression on face from straight edge not exc 20mm and dressing face bed and joints as specified to squared rubble walling jodhpur type brought upto cources as directed |
| 19 | Racking out joints/pointing to square rubble masonryJodhpur type regular coursed built in cement mortar all as specified |
| 20 | M&L for keyed pointing to square rubble masonryJodhpur type regular course in CM 1:4 all as specified. |
| 21 | M&L for preparation of new surfaces of walls over alkali resitant primer & applying two coats of cement base paint. |
| 22 | M&L PCC 1:3:6 type C1 using 20mm graded aggregate as in coping including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed. |
| 23 | M&L Broken glass coping on top of walls in CM 1:3 complete all as specified & directed. |
| 24 | S&F of precast cement concrete louvres and jallies, 25mm thick (measured solid), Type B0 1:2:4 (12.5mm graded aggregate) set in CM 1:4 including all mouldings but excluding frame Pre cast frame shall be measured and paid separately, including taking down of existing broken jalli & making the surface clean for refixing of new complete all as specified & directed. |
| 25 | S&F precast cement concrete in copings kneelers, apex stones, pier caps,columns, posts, boundary pillars, (of any section indicated) type B1 1:2:4 (20mm graded aggregate), with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar 1:4 complete including taking down of existing broken posts & making the surface clean for refixing of new complete all as specified & directed. |
| 26 | Demolition of cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) etc.complete all as specified and directed. |
| 27 | M&L for75 mm thick PCC , (1:4:8) type D-2, (using40mm graded stone aggregate) as in sub base for floor complete all as specified and directed. |
| 28 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified & directed. |
| 29 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), includingmaking drainage opening wherever required complete all as specified & directed. |
| 30 | M&L for PCC 1:3:6 using mm graded stone aggregate as in surface channelsand drains complete all as specified and directed. |
| 31 | Preparation of old decorated surface of wall and including cornices plastered or unplastered surfaces bybrooming down or steel wire brushing toremove all loose scales, and foreign materials scarping down , smoke soot moulds , moss and efflorescent salts treating oil and greasy spots and M&L forapplyingone coat of cement base paint including watering and curing of surface adeqautely before and after application of cement base paint complete all as specified and directed. |
| 32 | M&L for 15 mm thick rendering in cement mortar 1:4 on stone masonry internalsurfaceof walls mixed with WPC, as per manufacturer’s direction and finished the surface even and smooth without using extra cement. |
| 33 | Supply only integral water proofing compound. |
| 34 | M&L for 15 mm thick rendering in cement mortar 1:6 on stone masonry external surface of wallsfinished the surface even and smooth without using extra cement. |
| 35 | M&L for plain cement concrete 1:2:4 using 20 mm graded crushed stone agg as in surface channel/drain and benching andManholes complete all as specified. |
| 36 | Material and labour for plain cement concrete 1:3:6 type C-1using 20mm graded crushed stone agg as in coping of manhole including necessary form work complete all as directed. |
| 37 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc complete all as directed. |
| 38 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil all as specd & directed by Eng-in-Charge |
| 39 | Demolition of cement concrete of any description and in any position not otherwise described for (such as in bed, haunching & packing of sewer lines, benching of manholes, copings etc.) complete all as directed and removal of debris outside the premises. |
| 40 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 150mm bore set in cement mortar including PCC in bed and haunching against side complete all as specified and directed by Engineer-in-charge. Note:- Excavation and earth work shall be measured andpaid separately. |
| 41 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 200mm bore set in cement mortar including PCC in bed and haunching against side complete all as specified and directed by Engineer-in-charge. Note:- Excavation and earth work shall be measured andpaid separately. |
| 42 | S&F 150 mm bore Reinforced cement concrete pipes, one end socketed, class NP-2, laid in trenches and jointed complete all as specified and as directedby Engineer in charge. |
| 43 | M&L for Reinforced concrete pipes, 200mm bore, class NP-2, laid in trenches and jointed in cement mortar as specified complete with collars. |
| 44 | M&LPCC 1:4:8 type D-2 (using 40 mm graded crused stone aggregate) as in bed to150 mm bore salt glazed stone ware drain pipe includingpacking under and haunching against the side ofpipe after they are laid and tested complete all as specified anddirectedby Engineer in charge. |
| 45 | .-ditto- but 200mm dia |
| 46 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm soft/loose soil. |
| 47 | Removing excavated material/soil not exeeding 50 meter and deposting where directed at a level n. exc 1.5 M above the starting point. |
| 48 | S&F as in repair precast steel fibre reinforced concrete (SRFC) any colour 75-100 mm thick manhole cover with frames (ISI marked) of overall covered area not exceeding 1.00 Sqm with clear opening not less than 0.36 Sqm, any shape (round, square, rectangular etc) provided with suitable mild steel rims to prevent from chipping of edges and enable clear opening with provision of easy lifting hooks which are duly protected against corrosion laid over and including 10 mm thick rendering in Cm 1:4 complete all as specified & directed. |
| 49 | Cutting into existing manholes for connecting new drains, making good to pipe 150 mm dia 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 & directed. |
| 50 | Cutting into existing manholes for connecting new drains, making good to pipe 225 mm dia 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 & directed. |
