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| 1 | Demolition of cement concrete (unreinforced) in ground floor and paving n exc 15 cm thickness below or above the ground level complete all as specified and directed. |
| 2 | M&L for hard core (broken stone) of gauge not exc 63mm, deposited, spread and levelled in layers not exc 15cm thick watered and well rammed to a true surface complete all as specified and directed. |
| 3 | M&L for 75mm thick PCC (1:4:8), type D-2 (using 40mm graded stone aggregates) as in sub base of floors complete all as specified and directed. |
| 4 | M&L for machine pressed precast concrete interlocking paver block of any shape and size approved by GE, ISI marked (IS:15658-2006) of 60mm thick, M-35 grade (Medium/Heavy Traffic), in paths and hardstanding,with grey cement & pigment, laid tightly over & including 50mm thick dry sand cushion (compacted) and joints filled with dry sand, colour and pattern as approved by GE after demolition/dismantling of existing unserviceable/broken precast concrete interlocking paver block complete all as specified and directed. (Note:- (i) After interlocking paver block work cleaning the surrounding area by the contractor by own arrangement (ii) No works of this item shall be executed within Defects Liability Period of old contract.(iii) Original purchase voucher of the item shall be submitted by the contractor to Engineer-in-Charge before taking any payment.) |
| 5 | Fixing only serviceable machine pressed precast concrete interlocking paver block of any shape and size of 60mm thick, M-35 grade (Medium/Heavy Traffic), in paths and hardstanding,with grey cement & pigment, laid tightly over & including 50mm thick dry sand cushion (compacted) and joints filled with dry sand after obtain from existing serviceable precast concrete interlocking paver block during dismantling of existing paver block complete all as specified and directed. |
| 6 | 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 mortar1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curveshall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed. |
| 7 | M&L for 100mm thick PCC 1:2:4 (nominal mix) type B-1 (using 20mm graded crushed stone aggregates) laid in panels and forming construction joints of 30mm deep x 10mm wide filled with sealing compound grade-'A' as in path and hard standing finished even and smooth without using extra cement including filling joints with bitumen and sand mix after demolition of cement concrete (unreinforced) in ground floor and paving n exc 15 cm thickness complete all as specified and directed.(Make of sealing compound:- Pidilite /SIKA/IWL India Ltd/ Fosrock /Chowksey Chemicals /Hindcon(Note: Cost of sealing compound grade-'A' shall be included in this item) |
| 8 | Labour only for removing of existing sand from firing range and old existing sand bags, screening and separating of re-usable material and spreading, levelling of re-usable sand duly mixed with fresh saw dust and sand mix (1:1) and filling in gunny bag/HDPE bags with saw dust and sand mixed in proportion (1:1), stacking and leveling upto reqd height around embankment of firing range complete all as specified and directed.(Note: Existing old sand bags obtained from firing range before screening will be entered in measured book by stack measurement as 'NOT TO BE ABSTRCT' and labour charges for mixing of new saw dust and sand are included in this item and paid accordingly) |
| 9 | Supply only gunny bags/HDPE bags for filling with saw dust and sand, stacking and leveling upto reqd height around embankment of range complete all as specified and directed.(Note: Mix of saw dust and sand (3:2) will be measured and paid separately) |
| 10 | Supply only approved sand for forming embankment of firing range vertical bund with slopping face complete all as specified and directed by Engineer-in-Charge.(Note: Stack measurement of approved sand (loose quantity) shall be entered in measurement book as 'NOT TO BE ABSTRACT' before making payment to the contractor) |
| 11 | Supply only approved saw dust for forming embankment of firing range vertical bund with slopping face complete all as specified and directed by Engineer-in-Charge.(Note: Stack measurement of approved saw dust (loose quantity) shall be entered in measurement book as 'NOT TO BE ABSTRACT' before making payment to the contractor) |
| 12 | Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone-work and precast concrete articles complete all as specified and directed. |
| 13 | M&L for brick work with fly ash bricks, straight or curved on plan exc 6 m mean radius, built in cement mortar (1:6) complete all as specified and directed. |
| 14 | M&L for brick work with fly ash bricks, straight or curved on plan on any radius in half brick thick walls, built in cement mortar (1:4) complete all as specified and directed. |
| 15 | Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed. |
| 16 | M&L for rendering 15 mm thick in cement mortar (1:4) on fair faces of brick, stone or concrete surface, finished even and smooth without using extra cement complete all as specified and directed. |
| 17 | M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint over and including a coat of alkali resistant primer complete all as specified and directed. |
| 18 | M&L for PCC type B-0, 1:2:4 (using 12.5mm graded aggregate) as in coping, benching, hold fast, water troughs, bed block and the like including weathering, slightly rounded or chamfered angle and throating including necessary form work complete all as specified and directed |
| 19 | M&L for cutting the existing cracks in concrete surface/ masonry wall/ RCC slab, forming 'V' groove of 25mm x 40mm size, cleaning the groove thoroughly with air blower, priming the groove with mixture of IPH-CC Resin & Hardener and also proportions using spray gun/brush, filling the groove with putty of IPH-CC Resin manufactured by Harjas Coatings & Polymers/ M\s Fosroc Chemicals India (P) Ltd. /Dr. Fixit, mixed with a ratio (1:1:4) and finally applying a seal coat of same as of primer coat with brush complete all as per manufacturer's instructions and as directed by Engr-in-Charge.(Notes:- (i) Cost of the chemical, T & P and others items required for this item shall be include in this item. (ii) Original PV & TC of chemical shall be submit duly defaced by the Engr-in-Charge and entered in measurement book before claiming any payment. |
| 20 | M&L for IPH (G) high strength epoxy based for grouting over the concrete surface by injecting through the nozzles to strength the weak concrete. The system should have suitable viscosity which will enable it to soak into weak concrete and on subsequent polymerisation bind the loose and weak concrete.(Make :- Harjas Coatings & Polymers/ M\s Fosroc Chemicals India (P) Ltd. /Dr. Fixit). The minimum requirements of epoxy based grout material are as under:-1. Compressive strength @ 7 days :60 N/sqmm2. Tensile strength @ 7 days : 20 N/sqmm3. Pot life : 30 to 45 min(Notes:- (i) Cost of the chemical, T & P and others items required for this item shall be include in this item. (ii) Original PV & TC of chemical shall be submit duly defaced by the Engr-in-Charge and entered in measurement book before claiming any payment. |
| 21 | Supplying and laying Super Fluid Micro concrete which shall be single component, nonshrink, freeflow, selfcompacting, ready to use after mixing water in specified proportion to the beam bottoms, columns, slabs etc. In average 75 mm thick pouring, temporing, consolidationg, curing etc. rate include of water proof shuttering ply material or steel plates for all type of shuttering works, curing and hacking of concrete to take coats of plaster etc. and an adequate mumber of core cutting (if necessary), bonding coat & anticorrisive coat to the existing steel bars complete.(Notes:- (i) Cost of the chemical, T & P and others items required for this item shall be include in this item. (ii) Original PV & TC of chemical shall be submit duly defaced by the Engr-in-Charge and entered in measurement book before claiming any payment. |
| 22 | M&L for mild steel TMT bars10mm dia & 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 complete all as specified and directed. (Make :- any make as per E-in-C Br approved list) (Note:- Original purchase voucher of mild steel TMT bars10mm dia & over shall be submitted by the contractor to the Engineer-in-Charge before taking any payment. ) |
| 23 | M&L for washing rubbing down and stopping of old cement base paint on boundary wall surfaces including brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efforescent salts and treating oil and greasy spots and applying one coat of cement based paint on boundary wall surfaces complete all as specified and directed. (Make :- Harjas Coatings & Polymers/ M\s Fosroc Chemicals India (P) Ltd. /Dr. Fixit).(Note:- (i) After painting works, cleaning the surrounding area by the contractor by own arrangement (ii) No works of this item shall be executed within Defects Liability Period of old contract.(iii) Original purchase voucher of the item shall be submitted by the contractor to Engineer-in-Charge before taking any payment.) |
| 24 | M&L for PCC type C-2, (1:3:6), (using 40 mm graded stone aggregates) as in sub base, foundation filling and mass concrete complete all as specified and directed. |
| 25 | Systematically cleaning of covered drains by removal of muddy soil/grass/vegitation etc. n exceeding 0.5m in width and 1.5 in depth by mechanical means/ manually, removing of all mud/soil deposited in drain by manually including removal of covers and refixing after cleaning also removal of mud/material etc. to a distance exceeding 500m complete all as specified and directed by Engineer-in-Charge. |
| 26 | M&L for non skid heavy duty vitrified outdoor (designer) tiles of size 300mmx 300mmX10mm to 12mm thick as in floors etc jointed in neat cement slurry and pointed in white cement with pigment to match with the colour of tiles over 15mm thick screed in CM (1:4) after dismentling of old tiles complete all as specified and directed. (Note:- (i) After vitrified outdoor (designer) tiles work cleaning the surrounding area by the contractor by own arrangement (ii) No works of this item shall be executed within Defects Liability Period of old contract.(iii) Original purchase voucher of the item shall be submitted by the contractor to Engineer-in-Charge before taking any payment.) Please Enable Macros to View BoQ information |
