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| 1 | Dismantling of posts or struts (wood, steel or RCC) any section including taking out embeded portion and making good distrubed ground on concrete, brick work, masonry etc and removing of demolished materials out side MD land or any designated place as specified by Engineer-in-charge in the complete Jaisalmer Mil Stn all as specified and directed by Engineer-in-charge. |
| 2 | Dismantling fencing wire mesh, any type complete all as specified and directed by Engineer-in-Charge. |
| 3 | M&L for PCC (1:3:6) type B1 using 20 mm graded stone aggregate as in fixing of RCC/PCC/Steel post or similar type of works etc complete all as specified and directed by Engineer-in-charge. |
| 4 | S&F for Galvanised Iron work post 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 complete all as specified and directed by Engineer-in-Charge. |
| 5 | S&F for 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 quality confiorming to round bars Fe-410-W (Gde.E-250) quality A- or Fe 290 (Gde-E-165) complete all as specified and directed by Engineer-in-charge. |
| 6 | S&F Mild steel screw bolts (machine made) with 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, n exc 5cm long dia of neck 5 to 10 mm complete all as specified and directed by Engineer-in-charge. |
| 7 | Supply only 3.5mm thick PVC Coated chain link fencing mesh with 50mm mesh hole any size or type complete all as specified and directed by Engineer-in-charge.Note :-Fixing only PVC coated chain link fencing, steel round bars for protection will measured and paid separately. |
| 8 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails straining bolts, etc including provision of binding wire complete as specified & directed by Engineer-in-charge. Note :-Supply only chain link fencing will measured and paid separately. |
| 9 | S&F in repair Galvanised. 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 or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and directed by Engineer-in-charge. |
| 10 | M&L for preparation of new or previously untreated steel surface of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red- oxide, zinc chrome primer complete all as specified & directed by Engineer-in-charge. |
| 11 | M & L for preparation of new or previously untreated surfaces including two coat of synthetic enamel (ordinary tint) paint over priming with red oxide, zinc of any description, not exc 10cm in width or girth, not otherwise described complete all as specified and directed by Engineer-in-charge. |
| 12 | Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) including removing of debries out side MoD land complete all as specified and directed by Engineer-in-charge. |
| 13 | M&L for Plain cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in sub base of flooring/ hard standing complete all as specified and directed by Engineer-in-charge. |
| 14 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-25 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or heavy 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 and directed by engineer-in-charge.Note: No payment shall be released if plate vibratory is not utilised for compaction. |
| 15 | M&L for rubber moulded supplying and laying 80mm thick factory made chamfered edge cement concrete paver block of M-25 grade with approved colour, design & pattern as in footpath,parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed by Engineer-in-charge. Note: No payment shall be released if plate vibratory is not utilised for compaction. |
| 16 | Providing and laying at or near ground level factory made kerb stone of M-20 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), including making drainage opening wherever required complete all as specified and directed by Engineer-in-charge. |
| 17 | M&L for 75mm thick PCC 1:2:4 type B2 (using 40mm graded agg) as in floor incl finishing even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge. |
| 18 | S&F Glass dividing strips 3mm thick, width 22 mm complete all as specified and directed by Engineer-in-charge. |
| 19 | M&L for stone, Jodhpur Type, kerb stone, copings, bed plates, water through and the like including wethering, slightly rounded or chamfered angles and throating (straight or curved) set in CM 1:4 complete all as specified and directed by Engineer-in-charge. |
| 20 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premise complete all as specified and directed by Engineer-in-charge. |
| 21 | Material & Labour for ceramic out door tiles 400mmx400mmx10mm thick digital design set, jointed and pointed in neat cement slurry as in floors with grey cement over & including over screed bed or bedding layer of mortar 15 mm thick Cement Mortar 1:6 complete all as specified and directed by Engineer-in-charge. Note : Work will be in patches or in bulk |
| 22 | M&L for machine pressed pre polished factory made rubber moulded pavement chequered cement concrete tiles of size 300 X 300 X 25 mm thick of approved design and colour, set jointed and pointed in neat cement slurry with grey cement and pigment over and including 15 mm thick screed bed in cement sand mortar (1:4) complete all as specified and directed by Engineer-in-Charge. |
| 23 | Demolition of brick work or stone/ boulder masonery built in cement mortar including all quoins arches, pillers including coping etc all as specified and directed by Engineer-in-charge. |
| 24 | M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) including Extra over stone walling for hammer dressing to face stones with maximum depression on face from straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling, Jodhpur type brought upto courses etc complete all as specified and directed by Engineer-in-Charge. |
| 25 | Description all as per item No. 24.00 above but except stone complete all as specified and directed by Engineer-in-Charge.Note :- Serviceable stone obtained from demolition shall be used. |
| 26 | M & L for raised pointing to random or polygonal rubbel, uncoursed or brought upto course in cement mortar 1:4 complete all as specified and directed by Engineer-in-charge. |
| 27 | M&L for Precast cement concrete 1:3:6 type C1 (Using 20 mm graded granite stone aggregate) block masonry with solid blocks, exceeding 10 cm in width and setting in cement mortar 1:6 including demolition of brickwork or stone/ boulder/block masonry and built in cement mortar including all quoins arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified and directed by Engineer-in-charge. |
| 28 | M&L rendering 15mm thick in 1:4 cement plaster on fair faces of brick work or concrete surfaces is to be finished even and smooth (without using extra cement) complete all as specified and directed by Engineer-in-charge. |
| 29 | Taking down cement plaster in cement or cement lime mortar on brick or concrete walls etc. including raking out joints, hacking for key, scrubbing down with water etc, Including removal of debries out side MoD land complete all as specified and directed by Engineer-in-charge. |
| 30 | M & L for rendering 15mm thick (In two layers) - first layer 10mm thick with ready mix plaster and outer layer 5mm thick ready mix water proof plaster on outer wall by adding potable water by weight of material as mentioned by manufacture Ready mix plaster shall complies with IS 1661-1972, IS 2250-1981, IS 2402-1963 and shall confirms the compressive strength @ 28 days 10-15 Mpa/Bulk density 1600-1800 Kg/m3 and pull out bond strength -> 0.5 Mpa. Note: The rate quoted by contractor shall include cleaning of surface, application as per instruction and scafolding upto 20mtr height complete all as specified and directed by Engineer-in-charge. |
| 31 | M & L for AAC (Autoclaved Aerated Concrete) Blocks of size 600mm X 200 mmx200mm, light weight, factory made joint with 3-5mm thick block jointing mortar/ polymer modified cementitious adhesive for thin bed application (3-5mm thick) complete all as specified and directed by Engineer-in-charge. |
| 32 | M and L for rendering 10mm thick ready made plaster on internal walls by adding potable water by weight of material as mentioned by manufacture. Ready - Mix plaster shall complies with IS 1661 - 1972, IS-2250-1981, IS 2402-1963 and shall confirm the compressive strength @ 28 days - 10-15Mpa/Bulk density 1600-1800 Kg/m3 and pull out bond strength - > 0.5Mpa complete all as specified and directed by Engineer-in-charge. |
| 33 | M&L for preparation of newly plastered surfaces of wall externally and applying two coat of cement base paint over a coat of primer complete all as specified and directed by Engineer-in-charge. |
| 34 | M&L for finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 Sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 Sqm) complete all as specified & directed by Engineer-in-charge. |
| 35 | Material & Labour for 35mm thick precast cement concrete louvres and jallies type C-0 (1:3:6) using 12.5mm graded stone aggregate (measured solid), in cluding all mould- ings but excluding frame set in cement mortar (1:4) including dismantling complete all as specified and directed by Engineer-in-charge. |
| 36 | M&L for Providing precast cement concrete as in copings apex, stones, frames for jallies, jafri pillars etc all as specified set in CM 1:4 type B1 1:2:4 with 20 mm graded aggregate. including demolition of cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-charge. |
| 37 | Dismantling of Trellis work (Jafri), including taking as under of battens in trellis (posts and rails measured separately) complete all as specified and directed by Engineer-in-charge. |
| 38 | M& L providing Stone jalies Jaisalmer type 48-50MM thick and of size 750mm x600mm fixed in line including stone pillar having size 100 x 100 MM height 70 and fixing on stone runner of size 200mm x100mm at the bottom of jaffri throughout the length fixed in cement mortar 1:4 fixed (stone runner shall measured and paid separately) including filling of joints with pigment of same colour complete all as specified and directed by Engineer-in-charge. |
| 39 | M& L providing Stone jalies Jaisalmer type 40MM thick and of size 750mm x600mm fixed in line including stone pillar having size 100 x 100 MM height 70 and fixing on stone runner of size 200mm x100mm at the bottom of jaffri throughout the length fixed in cement mortar 1:4 fixed (stone runner shall measured and paid separately) including filling of joints with pigment of same colour complete all as specified and directed by Engineer-in-charge. |
| 40 | M& L providing Stone runner of size 200mm x100mm at the bottom of jaffri throughout the length fixed in cement mortar 1:4 fixed Jali) including filling of joints with pigment of same colour complete all as specified and directed by Engineer-in-charge. |
| 41 | Demolition of Stone slabs and tiles of any description or thickness in floors/wall, aprons etc. laid bedded and pointed in any mortar complete all as specified and directed by Engineer-in-charge. Note : Work will be in patches or in bulk |
| 42 | M & L for Jaisalmer stone for wall cladding (of any type) 20-25 mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of stone , exc .0.06 sqm but not exc 0.11 sqm ,including cutting and polishing types in wall including 20 mm thick CM 1:4 for laying Jaisalmer stone complete all as specified and directed by Engineer-in-charge. |
| 43 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-charge. |
| 44 | S & F Galvanised iron Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc in Fe-410-W(Gde-E-250) of quality B complete all as specified and directed by Engineer-in-charge. |
| 45 | M&L for New framed work as in doors or gates of angle Fe-410 W ( Gde-E-250) quality B 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 or steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed by Engineer-in-charge. |
| 46 | S&F pre-painted galvalume aluminium zine coating GI based corrugated steel sheeting 0.50mm thick any colour having tensile strenght 550Mpa in roof coverings fixed with self tapping screws including dismantling of Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed by Engineer-in-charge. Note : The fixing of Galvalume roof sheet used as sun-shades & in walls at certain places in repair to be fixed by done of 100mm grooves cutting with making good surface are inlcuding in the cost of item itself. No extra cost shall be paid for the same. |
| 47 | Restraining resecuring including making good staples etc of Galvanised. 2 strand, steel barbed wire complete all as specified and directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
