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| 1 | Note :The unit rate quoted by the tenderer under Col No (13) of Sch `A’ (BOQ) unless specifically mentioned otherwise such as labour only/fixing only,for all items of works shall be deemed to be including cost of all materials, labour, tools and plants, testing and commissioning of work in position complete as required for entire completion of work. |
| 2 | 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 sq m on plan and n exc 1.5 m in depth and getting out,complete all as specified and directed by Engrineer-in-Charge. |
| 3 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, excavated soil in trenches after the cables have been laid and tested, complete all as specified anddirected by Engineer-in-Charge. |
| 4 | Removing excavated soil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.50 metre above the starting point , complete all as specified anddirected by Engineer-in-Charge. |
| 5 | Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates as in sub base ,foundations, filling and mass concrete, in andincluding demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge. |
| 6 | Plain Cement concrete75 mm thicktype B-2, 1:2:4 by using 40mm graded mechanically crushed stone aggregate as in floor/hardstanding etc ,laid in panels of approved size and finishing the surfaces of concrete topping even and rough(without using extra cement) in andincluding demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge.Note :- Quoted rates are inclusive ofuse and waste of formwork and to devide the area in panels. |
| 7 | Plain cement concrete, 75 mm thick(1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates and finished the surface rough to provide adequate bond for the topping as in sub base ,foundations, filling and mass concrete in andincluding demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge. |
| 8 | Plain cement concrete, 100 mm thick(1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates and finished the surface rough to provide adequate bond for the topping as in sub base ,foundations, filling and mass concrete in andincluding demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge. |
| 9 | Plain cement concrete (1:2:4) type B-1 using 20 mm graded mechanically crushed stone aggregates as in mud stop ,sides of intetlocking paver block and the like including rounded or chamfered on edges and finishing the surfaces of concrete even and smooth(without using extra cement)ncluding necessary form workin andincluding demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge. |
| 10 | Providing and laying 60mm thick factory made machine pressed interlocking paver blockof M-35 grade ofshape and size confirming to IS 15658-2006 of approved colour,design & pattern laidover and including 25 mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layerfilling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extrain and including dismantling of stone slabs and tiles of any description or thickness laid dry or with mortar and pointed and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge.Notes :(i)Design ,color and Pattern shall be as approved by GE/Engineer-in- Charge.(ii) Quoted rates are inclusive of fine sand and nothing extra shall be admissible on this account. |
| 11 | Providing and laying 80mm thick factory made machine pressed interlocking paver blockof M-40 grade ofshape and size confirming to IS 15658-2006 of approved colour,design & pattern laidover and including 25 mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layerfilling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extrain and including dismantling of stone slabs and tiles of any description or thickness laid dry or with mortar and pointed and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge.Notes :(i)Design ,color and Pattern shall be as approved by GE/Engineer-in- Charge.(ii) Quoted rates are inclusive of fine sand and nothing extra shall be admissible on this account. |
| 12 | Chequered Coloured cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurryin floors with gery cement andno pigment andlaid over and including 15 mm thick (1:6) screed bed or bedding layer of mortar and pointed with white cement with matching colour pigment in and including dismantling of stone slabs and tiles of any description or thickness laid dry or with mortar and pointed and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge. Note :Design ,color and Pattern shall be as approved by GE/Engineer-in- Charge. |
| 13 | Brick work with sub-class `B\" bricks, straight or curved on plan exceeding 6 M mean radius built in cement sand mortar 1:6 complete in and including demolition of brickwork or stone boulder masonarybuilt in cement mortar including all quoins, arches, pillars etcfor the area where unservicable bricks retrived and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge. Notes: (i) Servicable bricks retrived from demolitionof this item shall be used after proper cleaning and washing of old bricks under item No.13 below. (ii) Tile work to be executed in any position or in any patches or as per site requirement. |
| 14 | Brick work with sub-class `B\" bricks, straight or curved on plan exceeding 6 M mean radius (except bricks) built in cement sand mortar 1:6 complete in and including demolition of brickwork or stone boulder masonarybuilt in cement mortar including all quoins, arches, pillars etc for area where servicable bricks retrived and removal of rubbish outside MoD land ,complete all as specified and as directed by Engineer -in-Charge.Note: Servicable bricks retrived from demolitionitem no. 12 above and this items shall be used after proper cleaning and washing of old bricks. |
| 15 | Providing pre-cast reinforced cement concrete 1:2:4 type B-1, using 20 mm graded mechanically crushed stone aggregates set in cement mortar 1:6 as in manhole covers including necessary forms/moulds in and including demolition of reinforced cement concrete of any description & in any position and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge.Note: Steel reinforcement shall be measured and paid for separetely. |
| 16 | Mild steel TMT bars 10 mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90 mm dia, complete all as specified and directed by the Engineer in Charge. |
| 17 | Plain cement concrete (1:3:6) type C-2 using 20 mm graded mechanically crushed stone aggregates as in surface channels and drains ,complete all as specified and directed by Engineer-in-Charge. |
| 18 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tracement, including forms, moulds, mi- tred/stopped ends etc, complete all as specified and directed by the Engineer in Charge. |
| 19 | Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement in and including taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description, and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge. Notes: (i).Quoted rate shall be deemed to include for necessary scaffolding & formwork for building upto 20.00m high.(ii) No extra payment made to contractor for work in small patches as required at site/as directed. |
| 20 | Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement ,complete all as specified and directed by Engineer-in-Charge.Notes: (i).Quoted rate shall be deemed to include for necessary scaffolding & formwork for building upto 20.00m high.(ii) No extra payment made to contractor for work in small patches as required at site/as directed. |
| 21 | Preparation of newly plastered surfaces ofbrick wall/ stone/ plastered/concrete/Kerb stone /Ceiling etc and applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/ litre and UV resistance as per IS 15489: 2004, alkali & fungal resistant, dirt resistant exterior paint of required shade with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces in camouflage pattern ,complete all as specified and directed by Engineer-in-Charge. Notes: (i) Number of coats and pattern of camouflage shall be approved by GE. (ii) The rate quoted by contractor is deemed to be included necessary scaffolding .(ii) All safety measures for the safety of workers shall be ensured by contractor before execution of work. Insurance of workers shall be got done by contractor before execution of the work and the cost for the same shall be deemed to be included in rate quoted by contractor. |
| 22 | Complete removal of existing treatmentof old surfaces of brick/ stone/ plastered/concrete/Kerb stone/ Ceiling etc surface and applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/ litre and UV resistance as per IS 15489: 2004, alkali & fungal resistant, dirt resistant exterior paint of required shade in camouflage pattern as approved by GE with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over old surfaces ,complete all as specified and directed by Engineer-in-Charge. Notes: (i) Number of coats and pattern of camouflage shall be approved by GE. (ii) The rate quoted by contractor is deemed to be included necessary scaffolding .(iii) All safety measures for the safety of workers shall be ensured by contractor before execution of work. Insurance of workers shall be got done by contractor before execution of the work and the cost for the same shall be deemed to be included in rate quoted by contractor. |
| 23 | Framed work as in doors or gates of angle 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 of steel sheeting or other covering, running rails and guides) and hanging; also fastening of Fe 290 Gde E-165in and including dismantling structural steel work including doors, gates ,post etc but excluding framed truss etc. ,complete all as specified and directed by Engineer-in- Charge. |
| 24 | Excavation in post holes (or similar holes) each not exc. 0.5 Cum and getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc. 25 cm, watering and removing surplus spoil to a distance not exc. 50 m and making good surface in soft / loose soil , complete all as specified and directed by Engineer-in-Charge. |
| 25 | Plain cement concrete (1:3:6), type C-2, using 40 mm graded mechanically crushed stone aggregates as in foundations, filling and mass concrete, including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge. |
| 26 | Mild Steel angle iron for post and flat iron, or other steel section or core for wooden hand-rail straight portiondrilled including embedded in concrete and screwing etc., posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for scuring wire mesh etc). including all necessary drilling, bolting or riveting etc. and similar work conforming to Fe-290 Gde E-165,in and including dismantling structural steel work including doors, gates ,post etc but excluding framed truss etc. ,complete all as specified and directed by Engineer-in- Charge. Note:- Earth work and concrete shall be measured and paid for separately under respective item of this schedule. |
| 27 | Supply only chain link MS galvanised fencing of size 100x100mm, 4mm dia , complete all as specified and directed by Engineer-in-Charge. |
| 28 | Fixing only chain link galvanised wire fencingmesh size or with 4 mm nominal dia and both ends without knuckling/ twisting, fixed to flat iron rails with RCC/Angle iron postin and including taking down old unserviceable existing chain link fencing , complete all as specified and directed by Engineer-in-Charge.Note:- Supply of chain link and mild steel galvanised line wire shall be measured and paid separately under respective item of this schedule . |
| 29 | Restraining and resecuring including making good only barbed wire including making good staples etc. galvanized 2 strand, steel barbed wire 2.24 mm 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 galvanized mild steel wire staples, or steel pins etcall as specified and directed. Note:Each line of wire to be measured |
| 30 | Galvanized 2 strand, steel barbed wire 2.24 mm 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 galvanized mild steel wire staples, or steel pins etc in and including taking down old unserviceable existing barbed wire. , complete all as specified and directed by Engineer-in-Charge.Note:Each line of wire to be measured |
| 31 | Mild steel screw bolt (machine made) factory made with hexagonal or square heads at one end and screwed the othe ,orscrewed both ends,each screwedend to be fitted with washers and one hexagonal or square nut exc 5 cm but not exc 10 cm long and dia of neck 5 to 10 mm, complete all as specified and directed by Engineer-in-Charge. |
| 32 | Plain mild steel round bar 8 to 10mm dia, cut to length, bent to shape required, making hooks at ends, woven in chain linkand fixed with nut and bolts conforming to Fe-290 Gde E-165 in and including taking down of old rusted steel bars, complete all as specified and directed by Engineer-in-Charge. |
| 33 | Barbed razor type concertina coil of size 600 mm dia (when unstretched) fixed between the existing ‘V’ angle post and barbed wire over security wall /PCC /ground as per requirment with coil of coverage 6.00 running metre per coil,weight of each coil9.5 to 10.00 Kg hot dip galvanized and binding with and including MS annealed wire of 0.90 mm in andincluding taking down old unserviceable existing concertina coil, complete all as specified and directed by Engineer-in-Charge. |
| 34 | Pre-colour coated high tensile strength galvalume corrugated steel sheet roofing with yield strength (550 MPA) prepainted with aluminium (55%) and zinc (45%) alloy coating applied through continous hot dip process having total coated thickness (TCT) of 0.50mm as in roof covering/cladding to wall, fixed with self tapping screwssin and including demolition of old unservicable sheet/ridge ,complete all as specified and directed by Engineer-in- Charge. |
| 35 | Rolled steel sections as in main and cross beams, hip and jack rafters, purlins; where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates of Fe.290.Gde-E-165 in and including of dismantling wrought iron or mild steel work of any description not otherwise provided for ,complete all as specified and directed by Engineer-in- Charge. |
| 36 | Preparation of new or previously untreated steel surfaces of any description , not otherwise described over 10 cm width or girth and applying two coats of synthetic enamells paint ,complete all as specified and directed by the Engineer in Charge. |
| 37 | Preparation of old painted steel surfaces of any description , not otherwise described over 10 cm width or girth and applying one coats of synthetic enamells paint ,complete all as specified and directed by the Engineer in Charge. |
| 38 | Note :Schedule of creditto be deducted on acceptances of bid.Details of Schedule of credit is given in tender documentse. |
