|
| 1 | Dismantling posts or struts (wood, steel or RCC), any section, including taking out embedded portion and making good disturbed ground, posts embedded in concrete, brick work, masonry, etc complete all as specified as directed by Engr- in- charge. |
| 2 | Dismantling Chain link fencing wire, any type complete all as specified as directed by Engr- in- charge. |
| 3 | Dismantling structural steel workincludingdoor gatesetc complete all as specified as directed by Engr- in- charge. |
| 4 | Demolition of cement concrete (unreinforced) in ground floors and pavingexceeding 15cm thickness but above above ground floors complete all as specified as directed by Engr- in- charge. |
| 5 | Demolition of cement concrete (reinforced) as in any descriptionand in any positionnot otherwise speciallyprovidedcomplete all as specified as directed by Engr- in- charge. |
| 6 | Taking down cement or cement lime plaster, any description, on brick or stone walls etc. including raking out joints, hacking for keys, scrubbing down with water etc complete all as specified as directed by Engr- in- charge. |
| 7 | Excavation in post holes (or similar holes) in loose/ soft soil each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exeeding 25cm, watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified as directed by Engr- in- charge. |
| 8 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth in soft & loose soil complete all as specified as directed by Engr- in- charge. |
| 9 | Returning, filling in including spreading levelling watering well ramming in layers not exc 25 cm each layer in soft/loose soilcomplete all as specified and as directed by Engineer-in-Charge. |
| 10 | Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting pointcomplete all as specified and as directed by Engineer-in-Charge. |
| 11 | M&L for Mild steel work conforming to Fe-290 Gde E-165 in nosing to steps including embeding in concrete and screwing etc, wind ties for roof including securing bolts, posts & struts in fencing including cutting top 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 complete all as specified as directed by Engr- in- Charge. |
| 12 | Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.5mm thick of an colour having tensile strenght of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screwscomplete all as specified and as directed byEngieer -in-Charge : Make : Jindal , Tataand equivalent . |
| 13 | Pre-painted galvalume aluminium zinc coating GI based plainsteel sheet 0.5mm thik of an colour having tensile strenght of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screwscomplete all as specified and as directed by Engineer-in-Charge.Make : Jindal , Tata andequivalent . |
| 14 | Dismantling plain or corrugated steel sheeting any gauge,thickness, including Nainital or similar pattern roof coveringscomplete all as specified and as directed by Engineer-in-Charge. |
| 15 | M & Lfor PCC(1:3:6) type C2 using40mm graded stone aggregate in foundation/filling and mass concrete complete including demolition of old concrete complete all as specified as directed by Engr- in- Charge. |
| 16 | Fixing only chain link fencing including line wires 100x100 mm mesh size, 10 gauge galvinised mild steel to any type of standards, rail, straining bolts,complete all as specified and as directed by Engineer-in-Charge. |
| 17 | Supply only chain link fencing , galvinised mild steel of mesh any size and typecomplete all as specified as directed by Engr- in- Charge. |
| 18 | M&L mild steel round bars 10 mm dia or over, cut to length, bend to shape required, fixed independently to support chain link fencing complete all as specified as directed by Engr- in- Charge. . Fe 410-0 or Fe 310-0 |
| 19 | M&L for Mild steel screw bolts (machine made) with hexagonal or square head 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 exc 50 mm long and dia of shank 11 to 15mm complete all as specified as directed by Engr- in- Charge. |
| 20 | M&L Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, ladders 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 of GDE Fe410-0 or Fe 310-O complete all as specified as directed by Engr- in- Charge. |
| 21 | Supply and Fixing mild steel work as in flats , ties, strapscomplete all as specified and as directed by Engineer-in-Charge. |
| 22 | S&F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm to 80mm spacing 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 including removing exixsting unserviceable barbed wire fencing complete all as specified as directed by Engr- in- Charge. |
| 23 | M & L for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate in foundations, filling and mass concrete including sub base of floors complete all as specified as directed by Engr- in- Charge. |
| 24 | M&L Brick work with fly ash bricks (old size) straight or curved on plan exc 6m mean radius built in CM 1:6 complete and including demolition of old brick work complete all as specified as directed by Engr- in- Charge. |
| 25 | M&L for brick work with fly ash bricks (old size) straight or curved on plan exc 6 mtr mean radius built in CM 1:4 in half brick thick wall and including demolition of brick work complete all as specified as directed by Engr- in- Charge. |
| 26 | M&L Brick work with sub class \"B\" bricks (old size) straight or curved on plan exc 6 m mean radius, built in CM 1:6complete and including demolition of brick work complete all as specified as directed by Engr- in- Charge. |
| 27 | M&L for 15mm thick Renderingin cement mortar 1: 4 on fair faces of brick work or concrete surfaces, finished even & smooth without using extra cementcomplete all as specified and as directed by Engineer-in-Charge. |
| 28 | M&L for 75mm thick cement concrete 1:4:8 type D2 using 40mm graded stone aggregate in sub base in floors and paving ,laid in panels and finished even & fair including demolition of old concrete complete all as specified and as directed by Engineer-in-Charge. |
| 29 | M&L for 25mm thick sand filling under floors, cushning under interlocking tiles or in foundations incl watering and consolidationscomplete all as specified and as directed by Engineer-in-Charge. |
| 30 | M&L 60 mm thick factory made coloured mixed with pigment precast concrete interlocking paver block of grade M-35confirming to IS 15658-2006 manufactured by vibratory process laid over sand cushioning complete all as specified as directed by Engr- in- Charge. |
| 31 | M&L 80mm thick factory madecolored mixed with pigment precast concrete interlocking paver block of grade M-40confirming to IS 15658-2006 manufactured by vibratory process laid over sand cushioning complete all as specified as directed by Engr- in- Charge. |
| 32 | M&L Chequerred cement concrete tiles 30 cm x 30 cm x 25mm/20cmX20cmX25mm thick rubber finish glazed top thick with grey cement &pigmet machine pressed, set, jointed and pointed in neat cement slurry in floors over and including 20 mm thick screed bed in cement and sand mortar 1:6complete all as specified and as directed by Engineer-in-Charge. |
| 33 | M&L for 75mm thick cement concrete 1:2:4 type B-2, using 20mm graded stone aggregate in any thickness,in flooring/hardstanding laid in alternate panels incl all necessary formwork and vibrator to be used including demolition of old concrete complete all as specified as directed by Engr- in- Charge. |
| 34 | S&F Glass dividing strips,3mm thick and 38 mm width inserted in position confirm to design complete all as specified as directed by Engr- in- Charge. |
| 35 | M&L for PCC 1:3:6 cement concretetype C-2 using 40mm graded stone aggregate in surface channles and drains and inside the manholefinishedthe surfaceof evenand fair including demolition of old concrete complete all as specified as directed by Engr- in- Charge. |
| 36 | M&L for cement concrete1:2:4 type B-0 using 12mm graded stone aggregate in coping, plinth course, parapets orroof kerbs ,rounded or chamfered on edgesand kerb stone including necessary form workcomplete including demolition of old concrete complete all as specified as directed by Engr- in- Charge. |
| 37 | M & L RCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in precast cement concrete, manhole covers including all use of forms, moulds or machine moulds and setting the blocks, slabs etc in cement mortar 1:4,complete all as specified as directed by Engr- in- Charge.(Reinforcement shall be measured and paid separately under respective item of schedule \"A\") |
| 38 | M&L for Mild steel TMT bars 10mm dia and over as reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified as directed by Engr- in- Charge. |
| 39 | M&L for 75mm thick Cement concrete 1:3:6 type C2 using 40mm graded stone aggregate in plinth protection, , finished even and smooth using extra cement , laid in panels including making joints 12mm wide to the full depth of PCC at every 3 metres and at every change of direction including demolition of old concrete complete all as specified as directed by Engr- in- Charge. |
| 40 | M&L for pre cast RCC jali 35mm thick in PCC 1:2:4 type B0using 12.5 mm graded stone aggregate set and jointed in CM 1:4 incl dismentling of old jalicomplete all as specified and as directed by Engineer-in-Charge. |
| 41 | M&L providing reinforced cement concrete type B1 , 1:2:4 (20mm graded aggregate) in precast post for securing RCC jali post straining or terminal post struts etc for fencing average sectional area not exc 100 sq. cm height up to 70cm , with or without chamfered angles and flat splyed, rounded or mitred topscomplete all as specified and as directed by Engineer-in-Charge. |
| 42 | M&L for preparation of old painted steel and iron surfaces of any description over 10cm in width or girth applying a coat of synthetic enamelpaint complete all as specified and as directed by Engr- in-charge. |
| 43 | M&L for preparation of new or previously untreated steel and iron surface of any description over 10cm in width or girth and applying two coats of synthetic enamelpaint over a coat ofred oxide primer complete all as specified and as directed by Engr in charge. |
| 44 | M&L for Preparing new plastered or unplastered surfaces of walls and applying two coats of cement paint white or tinted overa coat of primer as per manufacturer\"s instructions complete all as specified as directed by Engr- in- Charge. |
| 45 | M&L for Preparing Old plastered or unplastered surfaces of walls and applying two coats of cement paintas per manufacturer\"s instructions complete all as specified as directed by Engr- in- Charge. |
| 46 | S&F 110mm bore PVC Pipe (SWR) as in weep holescomplete all as specified and as directed by Engineer-in-Charge. |
| 47 | M&L for hardcore of broken stonegauge n exc. 63mm deposited , spread and levelled in layers n exc. 15cm thick watered and rammed to a true surface complete all as specified as directed by Engr- in- Charge. |
| 48 | M&L for welding metal of thickness exc. 6mm but n exc. 9mm and length n. exc 2.5cmcomplete all as specified and as directed by Engineer-in-Charge. |
| 49 | M&Lin repair1.25 mm thick Steel rolling shutters, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of prime erected in position as indicated,complete: push pull or manual type as specified and as directed by Engineer in charge. |
| 50 | S&F in repair Ball bearing for rolling shutters complete all as specified as directed by Engr- in- Charge. |
| 51 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), includingmaking 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 as directed by Engr- in- Charge. |
| 52 | Reinforced concrete pipes,300mm bore class NP3 (laid and jointed complete with collarslaid in trenches in repair complete all as specified as directed by Engr- in- Charge. |
