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| 1 | Excavating in post holes or similar holes each not n exc 0.50 cu.m,getting out any type of soil,returning,fillig in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm complete all as specified and directed by Engineer in charge. |
| 2 | Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion from natural ground and making good disturbed ground complete all as specified and directed by Engineer-in-Charge. |
| 3 | Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion from concrete, brick work, masonry, etc. and making good disturbed ground complete all as specified and directed by Engineer-in-Charge. |
| 4 | M & L for Cement concrete 1:4:8 type D2 (using 40mm graded aggregate) as in foundations, filling and mass concrete all as specified and directed. |
| 5 | M&L cement concrete in foundation type C 2, 1:3:6 ( 40 mm gde stone aggregate) as in filling and mass concrete. |
| 6 | M&L cement concrete in foundation type B 2, 1:2:4 ( 20 mm gde stone aggregate) as in filling and mass concrete. |
| 7 | S&F Hand rails, half round or other steel 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, welding or riveting, etc., and similar work ; confirming to Fe-290Gde E-165 complete all as specified & directed by Engineer-in-charge. |
| 8 | Dismantling fencing wire mesh, any type and size complete all as specified & directed by Engineer-in-charge. |
| 9 | S&F concertina coil 750mm dia including, securing or tying at crossings with 'J' clip and cotter pin, with core wire diameter 2.50mm, zinc coating on wire 40 to 80 GSM, thickness of warp strip 0.5mm with zinc coating 80 to 120 GSM, barb length 11mm, barb width 19mm (before warping of core wire), barb spacing 24mm center to center, tensile strength 165 Kg/sq.mm as directed. |
| 10 | Fixing only chain link fencing including line wires round or square, 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 |
| 11 | Supply only chain link MS galvanised fencing, any size or type (size as approved by AGE(I)) complete all as specified and directed by Engineer-in-charge. |
| 12 | M&L Mild steel Round 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 |
| 13 | 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, length of bolt exc 5cm but n. exc 10cm long and dia 5 to 10 mm complete all as specified & directed by Engineer-in-charge. |
| 14 | M&L 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. |
| 15 | M&L preparation of old painted steel surface of any description, over 10 cm width or girth, not otherwise described and applying one coat of synthetic enamel paint (ordinary tint) complete all as specified & directed by Engineer-in-charge. |
| 16 | M&L preparation of old painted surface of Brick , Stone , Concrete , Asbestos cement or Plaster Surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (Ordinary tint) complete all as specified & directed by Engineer-in-charge. |
| 17 | Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins arches, pillers etc but excluding ashlar facings, dressed stone work and precast concrete articles (below or above ground level) and removal unserviceable materials, debris and rubbish at outside MoD land and location to be find out by contractor himself complete all as specified & directed by Engineer-in-charge.Note:- Cost for removal of unserviceable material or debris is including in the item. |
| 18 | M&L squared rubble walling, Jodhpur type, regular courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge. |
| 19 | M&L squared rubble walling, Jodhpur type, regular courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) except stone complete all as specified & directed by Engineer-in-charge. |
| 20 | Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exceeding 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses or regular course complete all as specified & directed by Engineer-in-charge. |
| 21 | Racking out joints/ pointing to squared rubble masonry built in cement mortar or cement lime mortar, coursed or uncoursed in walls not less than 12mm deep, washing the joints, removing rubbish off the premises and keeping the surface to pointed or plastered wet for two days prior to re-pointing or plastering complete all as specified & directed by Engineer-in-charge. |
| 22 | M&L keyed pointing in cement mortar (1:3) mixed with white cement and pigment to match the colour of stone to squraded rubble masonary coursed or un coursed complete all as specified & directed by Engineer-in-charge. |
| 23 | Taking down cement or cement lime plaster, any description on brick or stone walls/ceiling etc including racking out joints, hacking for key, scrubbing down with water etc and removal of rubbish off the premises and leaving the work clear of any plastering complete all as specified & directed by Engineer-in-charge. |
| 24 | M&L 15 mm thick , plaster in cement mortar (1:4) on stone masonry wall surfaces or surfaces other than fair faces of brick work or one side of lathing and finishing the surface even and smooth without using extra cement including water proofing compound complete all as specified & directed by Engineer-in-charge.Note:- Water proofing compound shall be measured and paid separtely in respective item as supply only. |
| 25 | Supply only integral water proofing compound all as specified & directed by Engineer-in-charge. |
| 26 | M&L preparation of new plastered surfaces of wall and applying two coats of cement base paint complete all as specified and directed by Engineer-in-charge. |
| 27 | Dismantling wroght iron or mild steel work of any description not otherwise provided complete all as specified & directed by Engineer-in-charge. |
| 28 | S&F, rolled mild steel framed work as in grills/railing/steps/guard bars/posts/strutc including cutting tops to save as directed, drilling holes, notching for wire etc, of angle or other section confirming to Fe 290 (Gde E-165) complete all as specified & directed by Engineer-in-charge. |
| 29 | M&L 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 of approved tint over a coat of red- oxide, zinc chrome primer complete all as specified & directed by Engineer-in-charge. |
| 30 | M&L preparation of old steel surface of any description, over 10 cm width or girth, not otherwise described and applying one coat of synthetic enamel paint (ordinary tint) complete all as specified & directed by Engineer in charge. |
| 31 | Taking down steel gate from boundary wall and compound wall etc and refixing the same after repairs (welding, holdfast refixing etc) complete all as specified and directed by Engineer-in-charge. |
| 32 | Demolition of reinforced cement concrete of any description and in any position not other wise specifically provided and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer-in-charge. |
| 33 | M&L Mild steel TMT bars 10mm dia and over as in reinforcement cut to length bent to shape required including bending,cranking and hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia complete all as specified & directed by Engineer-in-charge. |
| 34 | M&L Mild steel TMT bars 6 to 8 mm dia as in reinforcement cut to length bent to shape required including bending,cranking and hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia complete all as specified & directed by Engineer-in-charge. |
| 35 | M&L reinforced cement concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in pillars, plinth beam, lintel beam etc, for boundary wall/ compound wall and similiar works complete all as specified & directed directed by Engineer-in-charge. |
| 36 | Form work to sides of pillars, post, struts, plinth beam, lintel beam etc, for rough finished concrete surfaces all as specified & directed by Engineer-in-Charge. |
| 37 | M&L for precast cement concrete louvres, pillers and jallies, 1:2:4 Type B0 using 12.5 mm graded crushed stone aggregate 50 mm thick (measured solid), including all mouldings set in cement mortar 1:4 complete all as specified & directed by Engineer-in-charge. |
| 38 | Dismantling stone sett paving of any description or thickness laid bedded and pointed in any mortar and similar works complete all as specified & directed by Engineer-in-charge. |
| 39 | M&L machine cut stone slab 75 to 80 mm thick dressed true & square, in one length not less than 60 cm & n exc, 300 cm as in coping of boundary wall etc, set in cement mortar 1:4 complete all as specified & directed by Engineer-in-charge. |
| 40 | Demolition of cement concrete unreinforced in ground floors, kota stone, granite flooring, tiles flooring,pre cast RCC jali and pavings not exceeding 15cm thickness (below or above ground level) and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer in charge. |
| 41 | M&L PCC 1:2:4 type B0 using 12.5 mm crushed stone aggregate in lintels up to 1.5 m clear span, cills, steps, seismic & other similar bands, plinth course, string course, lacing course, parapets & railing up to 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in items 4028, water trought & the like incluing weathering, slightly rounded or chamfered angles & throating, as directed. Please Enable Macros to View BoQ information |
| 42 | M&L PCC 1:2:4 type B0 using 12.5 mm crushed stone aggregate in lintels up to 1.5 m clear span, cills, steps, seismic & other similar bands, plinth course, string course, lacing course, parapets & railing up to 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in items 4028, water trought & the like incluing weathering, slightly rounded or chamfered angles & throating, as directed. Please Enable Macros to View BoQ information |
