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| 1 | Earth work in Stoney earth soil with initial lead and lift including rough dressing in layers not exceeding 0.3m in depth and the earth transported by transport vehicles as directed by the Engineer-In-charge. |
| 2 | Excavation of founation in hard rock (granite) removed by chiselling including dressing and levelling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specification approved by the Department |
| 3 | Excavation of founation in hard rock (other than granite) removed by pick axes & crow bars including dressing and levelling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specification approved by the Department. |
| 4 | Carriage of earth by mechanical means with cost of all lead & lift upto 5 km including cost of all labour, T&P etc., comp. |
| 5 | Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour,labour cess, sundries, T&P required for the work etc.complete in all respect as per direction by the Engineer in charge. (Measurement will be taken on finished compacted section only). |
| 6 | Construction of granular sub-base by providing Close graded Granular sub-base Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 7 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 8 | Providing and applying Primer Coat with emulson on prepared surface of granual base including clearing of road surface and spraying primer @ of 0.60 kg/sqm using mechanical means as per cluse 502 of Mosrt&H specifications for road & bridge works (4th revision) (A/R item -43 of road work) |
| 9 | Providing & laying Bituminous Macadam (50mm thick) with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 504 of MOSRT&H Specification for Road & Bridge works (4th Revision)(A/R-2006 page-169 item No-45). |
| 10 | Providing and applying tack coat with bitumen Using emulsion pressure distributor at the rate of 0.20 kg/per sqm on the prepared bituminous/granular surface cleaned with mechnical broom as per cluse 503 of MoSRT&H specifications for road & bridge works (4th revision) (A/R item -44 of road work). |
| 11 | Providing and laying Semi Dense(25mm) Bituminous Concrete with batch type not mix plant using crushed aggregates of specified grading premixed bituminous binder of 60/70 penetration grade of bitumen transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade,leevel and alignment, rolling with smoth wheelede,vibratory and tandem rollers to achive the desired compactions as per clause 508 of MoST&H specifications for road & bridge works ((4th revision)( A/R-Item -47 of road work). |
| 12 | Providing and Earth & Sand admix berm in shoulders as per table 400-1,spreading in, uniform layers with motor grader on prepared surface,admixing at OMC, and compacting with Vibrotery roller to achive the desired density complete. |
| 13 | Road Marking with Hot applied thermoplastic compound with reftectrissing glass beads all concrete surface(providing and laying of hot applied thermoplastic compound 2.5mm thick including reflecto rissing glass beads @250grms per sqm area, gthickness of 2.5mm is exclusive of surface applied glass beads as per IRC semicolumn 35. the finished surfece to be Lvl, uniform and free from streaks and holes. |
| 14 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with storng vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 50mm thick sand filling.as per drawing, specification and direction of Engineer-In-charge. |
| 15 | Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties of all materials and cost of all labours,labour cess, T&P etc complete as per the direction of the Engineer-in-charge. |
| 16 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. |
| 17 | Providing, lifting, hoisting and laying cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. |
| 18 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 %) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in- Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. |
| 19 | Footing |
| 20 | Column |
| 21 | Plinth |
| 22 | Lintel |
| 23 | Chajja |
| 24 | Roof Beam |
| 25 | Roof Slab |
| 26 | Supplying Cutting, straightening coiled or bent up M.S. Rod or tor steel of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL / SHYAM STEEL/ Rungta Steel/ Reliable Sponge/ Scan Steel/ SMC Power Generation/Shyam Metalics & Energy (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors with labour cess etc. (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge. |
| 27 | First class Fly ash Brick masonry using bricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. |
| 28 | First class Fly ash Brick masonry using bricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. |
| 29 | First class Fly ash Brick masonry using bricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:4) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. |
| 30 | Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost,conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 31 | Providing 16 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost,conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 32 | Providing 6 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to R.C.C. work after closed deep chipping & slurry treatment including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 33 | 18mm Decorative cement plaster on external RCC/brick surfaces in cement plaster 1:4 (1 cement : 4 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. |
| 34 | Priming one coat with wall cement primer (water bound) to make an even finished surface in all floors and heights to wall surface of approved make and shade including sand papering, applying putty wherever necessary & cost of scaffolding, staging charges with cost, conveyance, cost of all labour,labour cess T&P etc. complete as per the direction of the Engineer-in-charge. (Make: Asian/ Berger/ Dulux/ ICI or equivalent make duly approved by Engineer-in-Charge) |
| 35 | Painting two coats with approved antifungal weather seal paints (ISI) of approved colour, shade on wall surface including sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour,labour cess with T&P etc, complete as per specification & direction of Engineer-in-charge. (Make: Asian/ Berger/ Dulux/ ICI or equivalent make duly approved by Engineer-in-harge) |
| 36 | Finishing plastered wall surface with acrylic wall putty (Water based) of approved make (JK White/ Birla white or equivalent make duly approved by Engineer-in-Charge) and finishing the surface smooth and even by sand papering to receive painting in walls, at all heights with staging wherever necessary with cost, conveyance, cost of all labour,labourcess, all T&P etc. required for the work complete in all respect as per the direction of the Engineer-in-charge. |
| 37 | Painting two coats with plastic emulsion paint \\"Royal Shyne\\" to make an even finished surface in all floors and heights to wall surface of approved make and shade including sand papering, applying putty wherever necessary & cost of scaffolding, staging charges with cost, conveyance, cost of all labour,labour cess, T&P etc. complete as per the direction of the Engineer-in-charge. (Make: Asian/ Berger/ Dulux/ ICI or equivalent make duly approved by Engineer-in-Charge) |
| 38 | Providing and fixing M.S Frame Structure /Post of required patterns for windows/verandahs etc. with M.S flats, square or round bars etc. including applying a coat of approved steel primer paint of approved make & shade, all complete as per drawing & specification. (All steel sections contractor's own supply) at all floors and all heights. |
| 39 | Supplying and fixing GI jally with Clamp, Hardware, as per drawing and specification including cost of transportation, fittings, fixing etc. complete. |
| 40 | Providing & Painting with1 coat primed, 2 coats with any synthetic enamel paint on new iron work including cost of paint in all heights with all scaffolding and staging charges including cost, conveyance, taxes of all materials, cost of all labour, etc. complete as per specification and direction of Engineer-in-Charge.(Make: Asian/ Berger/ Dulux/ ICI or equivalent make dulyapproved by Engineer-in-Charge). |
| 41 | Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete. |
| 42 | Supplying and fitting-fixing of Un-plasticised Poly Vinyl Chloride (colour UPVC Door) (NCL/VEKA LTD) Casement Toilet Door – 60- Series duly manufactured using UPVC reinforced profiles of 60 mm x 55 mmx2.5 mm for outer frames, 102 mm x 60 mm x 2.25 mm for casement Door Sash Profile and 74 mm x 60 mm x 2.5mm mullion profile capable of mounting single glazing system, structurally reinforced with hot dip galvanised up to 50 microns of minimum thickness of 2.0 mm prefabricated & welded through fusion welding.The Door sash shall be fitted with 12mm thick WPC Board of Greenply make duly fixed with EPDM weathering seal resistant accessories like Bathroom locking system made of aluminium 1 No., per set of sashes and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges. The materials and product confirming to ASTM D 638-14, EN-477-95 and other applicable codes and standards |
| 43 | Providing and fixing of factory made (NCL/VEKA LTD or equivalent )of colour UPVC sliding window or openable (approved colour of Frame ) complete with U value=1.9-1.3 W/m 2k/3k, flame resistance, self extinguishing, lead free comprising colour UPVC multi chambered frame having in built UPVC roller track on top and UPVC sash with wall thickness of 2.3mm duly reinforced with G.I section 2.6 mm where ever required. All corners of frame and sash will be fusion welded. After placing12.5mm laminate glass (6mm clear toughtened +1.5 pvg laminate+5mm clear glass) Annealed glass in the sash, with suppord of hurricane bar for high wind support. uPVC glazing bead, interlock, EPDM gasket brush shall be provided including multi lock and rollers & proper drainage system shall be provided. window frame will be fixed to the wall with 100mm long and 8mm dia.Fasteners and after fixing the gap between frame and adjucent finished wall shall be filled with weather proof silicon sealant over backer rod of required size, of approved quality complete in all respect as per approved drawing & direction of the Engineer -In-Charge. |
| 44 | Providing and fixing Decorative CNC cutting M.S grill & gate Shutter of required patterns for windows/verandahs etc. with M.S flats, square or round bars etc. including applying a coat of approved steel primer and two or more coats of synthetic enamel paint of approved make & shade, all complete as per drawing & specification. (All steel sections contractor's own supply). |
| 45 | Supplying, fitting & fixing in all floors of M.S. grills, grill gates, M.S. gates, garage door, collapsible gates with top and bottom rails, steel windows, critical frames for windows, stair case and parapet railing made out of M.S Square bar/ flat including stair case hand railing with 40mm. dia G.I.pipe etc. including painting two coats over a coat of redoxide primer as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge. |
| 46 | Providing and fixing 80mm thick Granite stone flooring (sample of Granite stone should be approved by Engineer-In-Charge) for Top of sitting benches and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge & approved groove pattern etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights. |
| 47 | Providing and fixing 80mm thick Granite stone Skirting (sample of Granite stone should be approved by Engineer-In-Charge) for peripherial of sitting benches and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with approved pattern moulding edge & approved groove pattern etc. laid over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineerin-charge. In all floors and all heights. |
| 48 | Providing and laying Matte Finish Vitrified floor tiles size 600x600 mm (thickness to be specified by the manufacturer) 1st quality conforming to IS: 15622 of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades, except white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1cement:4coarse sand) including pointing the joints with white cement and matching pigments, etc. complete as per direction of Engineer-In-Charge at all floors and all heights. |
| 49 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer) minimum thickness 5mm of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make in all colours,shades except burgundy, bottle green, black of size 300x450 in skirting and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete as per direction of EIC. In all floors and all heights. |
| 50 | Providing 2.5cm thick Grading Concrete over roof slab with cement concrete (1:2:2) using 6mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of slab including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, labour cess and T&P required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 51 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm,refilling the excavated earth after breaking clods and mixing with Farm yard manure in the ratio of 8:1(8 parts of staked volume of earth after reduction by20%:one part of stacked volume of FYM after reduction by 8%),flooding with water,filling with earth necessary,watering and finally fine dressing,levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed,within alead of 50 m,lift upto 1.5 m complete(cost of manure,earth to be paid separately) |
| 52 | Supplying and staking of Farm yard Manure (cowdung based) from approved source carriage upto 5 km lead complete(Manure measured in stacks will be reduced by 8% for payment),trench to be filled with soil&FYM in 1:8,reqt of FYM |
| 53 | Screened the FYM through sieve of I.S. designation 20 mm |
| 54 | Supplying and staking of garden soil/good earth at site including royality and carriage upto 10 km lead complete(earth measured in stacks will be reduced by 20% for payment),cost for1cum |
| 55 | Mixing earth and FYM in the required proportion specified or directed by Horticulture officer incharge |
| 56 | Spreading of Sieved FYM & soil in required thickness as per direction of Horticulture officer-in-charge(cost of FYM,good earth to be paid separately |
| 57 | Planting of Tree,shrub etcHibiscus variegated of height 60-75 cm. with healthy variegated foliage in earthen pot size 25 cm |
| 58 | Bush Rose in different colour 2 to 3 healthy branch 30 cm and above ht. well developed with 8 or more flowers / flower buds in 20 cm Earthen pot/ Plastic pot |
| 59 | Nerium oleander variegated of height 60-75 cm., multibranched in earthen pot of size 25 cm |
| 60 | Jasminum grandiflorum (chameli) of height 30 cm to 45 cm. in 20 cm size of Earthen pot/Plastic pot |
| 61 | Tabernaemontana coronaria (Chandni single) of height 45-60 cm. in pot of size 20 cm |
| 62 | Supply of treeButea frondosa (Flame Fores t) height 60-75 cm. in big poly bag size 25 cm |
| 63 | Plantation of Ornamental tree,palm,shruba and hedges at site including watering,removal of unservicable materials as per direction of HO incharge(excluding cost of plants & water)Cost of Planting Shrub |
| 64 | Cost of Planting Hedge/edging plant/Ground Cover |
| 65 | TurfingProviding and fixing of Neelgiri/mexican grass/broadleaf at the site with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required toolswooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and even, watering with sprinkler and maintanance for 30 days or more till the grass established properly as per direction of H.O. Incharge |
| 66 | FertilizerUrea |
| 67 | MOP Please Enable Macros to View BoQ information |
