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| 1 | M&L for Demolition of Block masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete block masonry complete all as specified. |
| 2 | M & L Precast Concrete Block masonry type C-2 (1:3:6 using 40mm graded stone aggregate ) EXC 10CM with set in CM 1:4 complete all specified and directed |
| 3 | M&L for Taking down cement plaster on brick or stone walls etc including raking out joints hacking for key scrubbing down with water etc. |
| 4 | M&L for Rendering 15mm thick in CM (1:4) on block masonry surfaces finished even and smooth without using extra cement. |
| 5 | M&L for Rendering 10mm thick in CM( 1:6) on fair faces of block/concrete surfaces finished even and smooth without using extra cement. |
| 6 | M&L for Rendering 5 mm thick in CM( 1:3) on fair faces of concrete surfaces as in ceiling finished even and smooth without using extra cement. |
| 7 | M&L for preparation of new or previously untreated concrete or PCC block masonry external surfaces and applying two coats of exterior emulsion paint (in camouflage pattern as approved by the GE) over a coat of primer all as specified and directed by EIC. |
| 8 | M& L Preparation of new plastered untreated surfaces on walls and applying three coats of white wash complete |
| 9 | M& L Preparation of new plastered white wash surfaces on ceiling and applying three coats of white wash complete |
| 10 | M& L Preparation of old plastered surfaces on walls and applying two coats of colour wash complete |
| 11 | M& L Preparation of old plastered surfaces on ceilings and applying two coats of colour wash complete |
| 12 | M&L for Dismantling expanded metal, not exc 4.00 Kg per SQM, any thickness or mesh, fixed with steel or wood fillets, if any |
| 13 | S&F Expanded metal, not exc 4.00 Kg per SQM, 10mmx10mm mesh size and dia of wire 1.6mm cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members complete all as specified and directed NOTE: Fixing height at site will vary from 1.5 mtr to 9.0m |
| 14 | M&L for Taking out settled soil/ broken stone aggregates size exc 40 mm to 65 mm at traverse walls area not exc 1.50m depth and getting out in any type of soils all as specified and directed by Enginner-in-Charge. |
| 15 | M&L for Removal of excavated soil to a distance exc 1.5Km and n exc 5Km and depositing where directed complete all as specified and directed. |
| 16 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point |
| 17 | M&L for Forming embankments including raising earth (solids), spreading in layers n exc. 30cm thick; watering ramming/ rolling and finishing to required size, shape, etc., n exc 1.5m high from base; including. (Note – Preamble no 3.6 of SSR Pt-I shall be applied for deduction from filling to achieve final volume for payment). |
| 18 | All as per item No-17 above but exc 1.5m and n. exc 3m high from base |
| 19 | All as per item No-17 above but exc 3.0m and n. exc 4.5m high from base |
| 20 | All as per item No-17 above but exc 4.5m and n. exc 6m high from base |
| 21 | All as per item No-17 above but exc 6m and n. exc 7.5m high from base |
| 22 | M&L for Forming embankments including raising fine sand, spreading in layers n exc. 30cm thick; watering ramming/ rolling and finishing to required size, shape, etc., exc 1.5m but n exc 7.0m high from base for firing range and including mixing of saw dust in given ratio complete all as specified and directed by Engineer-in-Charge. (Note – Preamble no 3.6 of SSR Pt-I shall be applied for deduction from filling to achieve final volume for payment).(ii) Supply only saw dust will be measured & paid separately. |
| 23 | Supply only saw dust ( wastage of wooden saw factory) complete all as directed by Engineer-in-Charge.( Weight of saw dust shall not be less than 10kg/bag) |
| 24 | M&L for Demolition Cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge. |
| 25 | M&L100 mm thick for PCC 1:2:4 type B2 (using 40mm graded stone aggregate) as in path/ hard standing and mass concrete complete all as specified. |
| 26 | M&L100 mm thick for PCC 1:4:8 type D2 (using 40mm graded aggregate) as in path/ hard standing concrete complete all as specified. |
| 27 | M&L for Forming contraction (Dummy) joints 65mm X 10mm wide, filled with sealing compound Gde 'B' for key scrubbing down with water etc. |
| 28 | M&L for surface dressing n.exc 15cm deep in soft/ loose soil including cleaning away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots and trees n.exc 30cm grith and removing rubbish upto a distance of 50m outside the periphery of the area complete. |
| 29 | M&L for Taking out soil settled in bed of drain (moving target area) by means of excavation including removing grass, small bushes, shrubs etc and removing the excavated materials to a distance exc 50m but n.exc 100m and deposited were directed.. |
| 30 | M&L for Dismantling wrought iron or mild steel work of any description not otherwise provided for |
| 31 | Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings |
| 32 | S&F for MS framed work by fabrication such as grills, gratings, etc, with ends of bars shouldered and/ or riveted, or forged into spike, framed guard bars, barred iron doors, ladders, framed balusters, walk ways railing framed of water tanks etc including portions framed and hung as gated including pintle hinges, stops, handmade sliding bolts etc conforming to Fe-290, Gde-E-165, complete all as specified and directed. |
| 33 | S&F Pre-painted galvalume aluminium zink coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof coverimg/ cladding to wall, fixed with self tapping screws as specified. |
| 34 | S & F coloured galvalume ridges,corner piece,barge board,window flashing etc, 0.50 mm thick, fixed with self tapping screws in roofs , walls etc. |
| 35 | S&F in repairs 4.0mm dia plain mild steel wire, galvanized class 3, in fencing including straining and fixing to wood, concrete or steel posts and/ or to straining bolts, including securing with and provision of galvanized iron tying wire, galvanized iron staples or steel pins, etc. as directed (each line of wire to be measured) complete all as specified. |
| 36 | M&L for preparation of new or previously untreated steel surfaces of any description, not otherwise described, exc 10cm in width or girth and applying two coat of synthetic enamel paint (in camouflage pattern) over one coat of red oxide primer on new steel surfaces all as specified. |
| 37 | M&L for preparation of old steel surfaces of any description, not otherwise described, exc 10cm in width or girth and applying one coat of synthetic enamel paint (in camouflage pattern) on old steel surfaces all as specified. |
| 38 | M & L Providing, cement concrete type C-1 (1:3:6) (using 20mm graded stone aggregate) in roof coping/kerbs or mud stops including form work, rounded or chamfered on edges, Copings etc complete all as specified and directed |
| 39 | M&L Cement Concrete 1:2:4 (40mm graded aggregate) in Channels, etc. including necessary Formwork (if required), complete all as specified and as directed. |
| 40 | M&L Extra forming Fair Finished to Drains or Channels 30 Cm Inner Girth in Cement Concrete using Extra Cement including Forms Moulds Mitred/ Stopped Ends, etc., complete all as specified and as directed. |
| 41 | M&L for PCC (1:4:8) type D2 using 40mm graded stone aggregate as in foundation complete. |
| 42 | Demolition of Reinforced cement Concrete of any description and in any position not otherwise specifically provided for |
| 43 | S & F 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 0.9mm dia or securing with clips |
| 44 | S & F TMT Mild steel bars 6mm to 8mm dia , 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 |
| 45 | M&L for Precast cement concrete 1 : 2 : 4 type B-I using 20 mm graded crushed stone aggregate as in manhole and water tank covers, drain covers all as specified and directed by Engr-in-Charge. |
| 46 | Running welding in repairs exc 6mm not exc 9mm in any description and any position |
| 47 | Material & labour for 25 mm PCC 1:3:6 type C-0 (using 12.5 mm graded stone aggregate) as in roof padding complete all as specified and directed by Engineer-in-Charge. |
| 48 | Material & labour for rendering 10mm thick in CM 1:3 over RCC roof mixed with water proofing compound @ 3% by weight of cement finished even and fair without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 49 | Material & labour for manually cleaning tha all surface removing of loose particles dust, cement etc prefebly cleaning by using mechanical equipment's like wire/Tar brush, also use water pressure machine wash the terrace surface area open tiles joint area then use compound & cement to grout the open tile joints then use Epoxy tile grout to fill up this all tiles joint area complete all as specified and directed by Engineer-in-Charge. |
| 50 | Material & labour for clean the all surface and start the waterproofing chemicals application choksey colour membrane ezee as prime coat use 1 ltr chemical +1 Litre water then aplications of 45 GSM gio testiles cloth two coats of choksey colour membrane ezee complete all as specified and directed by Engineer-in-Charge. |
| 51 | Material & labour for application of interior & exterior walls cracks cut cracks with the help of grinder then use materials to fill up this cracks complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
