S/F/F of Pavers Block From Christian Basti Football Maidan to Gudri Bazar, S/F/F of pavers block from Christian Basti ATM to Dispensary, S/F/F of Pavers block from Sonari in front of G Road, F road via Badtalla to Arodarm, S/F/F of pavers block from

Amount

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B) (BCD-5.1.1, 5.1.2)

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). (BCD-5.1.10)

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of 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 asper direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. (DSR-2021-16.91.2)

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 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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Size-300mm x 200mm x 125mm. (DSR-2021-16.69)

Loading and unloading of stone boulder / stone / aggrigate / sand / kanker / moorum / earth. Placing tipper at loading point,laoding with front end loader,dumping,turning for return trip,excluding time for haulage and return trip. (1.1(Carriage))

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (RCD 2.3-iA )

Granular Sub-base with Close Graded Material (Table:- 400-1)By Mix in Place Method (Construction of granular sub-base by providing close graded material, 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)for grading- II Material (RCD 4.1 (B) (I))

Wet Mix Macadam (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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)With Smooth 3 wheeled Steel Roller (RCD 4.12)

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of Road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) (RCD 5.1)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (RCD 5.2)

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) with Modifed Graded Bitumen. (i) for Grading-I ( 13 mm nominal size ) (RCD 13 mm nominal size) (5.8(i))

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects) for GradingII(10 mm nominal size) (RCD 10 mm nominal size) (5.7 (II))

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) (RCD 8.13 )

Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheting vide clause 801.3, fixed over aluminium sheeting,1.5 mm thick supported on a mild steel angle iron post 75 mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60 cm,60 cm below the ground level as per approved drawing- 60 cmx45 cm (RCD 8.4(v))

Providing and fixing of road stud 100x100mm die cast in aluminium resintant to corrosiv effect of salt and grit fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) (RCD 8.35)

Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15M. lead and disposal of unserviceable materials with all leads all complete as per direction of E/l. (BCD-5.10.1)

Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. (BCD-5.6.3)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-lll) :4 gradde stone aggregate 20 mm nominal size) (BCD-5.3.1.2)

Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement :1.5 coarse sand (zone-lll): 3 graded stone aggregate 20mmnominal size), excluding the cost of centering, shuttering, finishing and reinforcement - All work up plinth level. (BCD-5.3.9.1)

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters butteresses, plinth and string courses etc (BCD-5.3.17.2)

Providing Tor steel reinforcement of 10mm. ,12mm & 16mm dia. bars as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l(a) 10mm (TMT,Coil Fe 500) (BCD-5.5.5)

Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l. (BCD-5.7.2)

Providing 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/l. (BCD-5.7.11)

Providing designation 75 B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l. (BCD-5.2.6)

Providing designation 75 B brick work in C.M.(1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to2.5 including providing 10 mm thick mortar joints cost of screening materials , scafolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l. (BCD-5.2.14)

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite stone slab colour black Area of slab upto 0.50 sqm (DSR 2021 8.2.2.1)

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR 13.80)

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) (DSR 2018 13.46.1)

Carriage Cost of Sand

Carriage Cost of Bitumen

Carriage Cost of Stone chips

Carriage Cost of Stone metal

Carriage Cost of Cement

Carriage Cost of Steel

Carriage Cost of Bricks

Add GST @12%

Add Labour Cess @1%

Saptsatee Construction