Internal development work of remaining newly created plots on 80 feet road in Arra Bingawaan Scheme.

Road Work

Earthwork: in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m , as directed by Engineer- in- charge:2.1.1 all kind of soil.0.30 m & above . (Chapter -4 PWD SOR-2023-24 SI No-2.6 (2.6.1)

Cartage of earth up to 15 Km distance including loading unloading etc. all complete.

Machanical compaction of excvated road surface( DSR 16.1/2018)

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 rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401.

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 archive the desired density. Morth 406.

Providing and applying priming coat with bitumen VG-10 on prepared surface of granular base including cleaning of road surface and spraying VG-10 @ 0.75 KG per sqm. using mechanical means . MORTH 502.

Providing and applying Tack coat with bitumen VG-10 pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom MORTH 503.

Providing and laying bituminous macadam with 100- 120 TPH hot mix plant producing on average output of 75 tonnes per hours using crushed aggregates of specified grading premixed with bituminous binder @ 3.4% of VG-30 transported to site laid over previously prepared surface with paver finisher to the required grade level and alignment and rolled as per class 501.6 & 501.7 to achieve the desired compaction complete in all respect. MORTH 504

Providing and laying semi dense bituminous concrete with 100 – 120 TPH type HMP producing on average output of 75 tonnes per hours using crushed aggregate of specified grading premix with bituminous binder @ 5% of CRMB - 55 and filler transporting the hot mix to work site laying with Hydrostatic pavers finisher with sensor control to the required grade level and alignment, roller with smooth wheeled ,vibratory and tendem rollers to achieved the desired compaction complete in all respect. MORTH 508

Providing and laying of 80 mm. Thick C.C. pre rubber moulded Inter locking paver tiles including 40mm thick fine sand bed with over granular sub base (GSB) and compacted base of WMM but including c.c. work in side of interlocking tiles for proper slope and camber including cost of all material, labour, T&P etc. required for proper completion of work. CH-26 S.N (22)

Drain Work

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation,trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m including dressing of site and ramming of bottom lift upto 1.5m, including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.SOR-2023-24

Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD S.I No- 4.1.8)

CHAPTER-5 CONCRETE/R.C.C. WORK

Providing and laying in position specified grade of reinforced cement cocrete excluding the cost of centering,shuttering,finishing and reinforcement all work upto plinth level 5.1.2.3 ( 1 Cement :1.5 Course sand :(zone iii):3 graded stone aggregate 20 mm nominal size )

4.2 Providing and laying in cement cocrete in retaining walls return walls (any thickness) including attached plasters, columns, piersabutments, pillars, posts,struts,buttresses,string or lacing courses ,parapets,coping bed blocks,anchor blocks,plain window stills,fillets,sunken floor etc upto floor five level,excluding the cost of centering,shuttering and finishing.

providing and laying in position specified grade of reinforced cement cocrete excluding the cost of centering,shuttering,finishing and reinforcement all work upto plinth level 5.1.2. ( 1 Cement :1.5 Course sand :(zone iii):3 graded stone aggregate 20 mm nominal size.

Mild steel (Tor steel or plain) in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply in all complete. (PWD S.I No- 504)

Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 Course sand ), including the cost of required centering, shuttering complete with 1:1.5: 3 ( 1 Cement :1.5 Course sand :3 graded stone aggregate 20 mm nominal size )(PWD S.I No- 4.6.1)

FORM WORK 5.9 CENTRING AND SHUTTERING INCLUDING STRUTTING PROPPING ETC AND REMOVAL OF FORM FOR

5.9 Centring and shuttering including strutting propping etc and removal of form for 5.9.1 foundations,footings,bases of columns etc for mass concrete

5.9 centring and shuttering including strutting propping etc and removal of form for 5.9.2 Walls(any thickness) including attached pilasters butteresses,plinth and string courses etc.

5.9 Centring and shuttering including strutting prpping etc and removal of form for 5.9.20 suspended floors roofs landing balconies and access platform with water proof ply 12mm thick

Laying of sewer line

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation,trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m including dressing of site and ramming of bottom lift upto 1.5m, including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.SOR-2023-24

(a) 0.00-1.50 m Below GL

Casting of credle cement concrete 4 cm gauge approved stone ballast coarse sand & cement in proportion of 4:2:1 including supply of all material labour T & P etc required for proper completion of work for saddle pillar. (SI No-281)SOR 2023-24

A 0.0 -1.50 M Below G L

Supply & stacking of ISI Marked class N.P -2 RCC Hume pipe of following dia with collar at site with cartage including loading, unloading complete in all respect. (analysis rate) mahaveer nagar rate

300 mm dia N.P -2

Carting laying & Jointing of following dia (NP-2) R.C.C Hume pipe and special from store to the site of work, lowering the same into trenches in depth upto 1.5m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in cement and jointing with 1:2 cement mortar in coarse sand including excavation of ear below invert level of pipe, cost of all jointing materials , testing etc complete but excluding excavation and refilling of trenches from ground level to the required level . (analysis rate) Including cost of pipe

c:- 300 mm dia 1.50-3.00m Below G.F

Construction of 1.00 x1.20x1.50m internal size manhole as per standard design and specification of KDA & including 30 cm thick cement concrete 1:4:8 base & channel, brick work one & half brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 18 mm square M.S bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement , coarse sand and 2 cm gauge stone grit with including ferro cement seat and ferro cement cover floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the seat)

Construction of 0.60 x0.60x1.50m internal size connecting chamber as per standard design and specification of KDA & including 15 cm thick cement concrete 1:4:8 base & channel, brick work 23 cm thick brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 18 mm square M.S bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre with including ferro cement seat and ferro cement cover floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the seat)

Addition / subtraction of Masonry shaft 1.00X1.20m size as per slandered design &specification of KDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 18 mm square MS bar foot rest embedded with 1:2:4 cement concrete at 23cm. centre to centre all complete. as per of Engineer in charge of work.

Addition / subtraction of Masonry shaft 0.60 x 0.60 mtr. size as per slandered design &specification of KDA having one brick work in 1:4 cement & coarse sand 12 mm thick plaster in 1:4 cement & coarse sand mortar with neat finished & including 18 mm square MS bar foot rest embedded with 1:2:4 cement concrete at 23cm. centre to centre all complete. as per of Engineer in charge of work.

Construction of 0.45 x0.45x0.60 m internal size connecting chamber as per standard design and specification of KDA & including 15 cm thick cement concrete 1:4:8 base & channel, brick work 23 cm thick brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 18 mm square M.S bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre with including ferro cement seat and ferro cement cover floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the seat) (analysis rate)

Making connection of sewer line to existing M.H. Including 0.50 M long C.I. Foot rest should be placed at 23 cm including all complete

Supply & stacking laying jointing of150MM dia ISI Marked class N.P -2 RCC Hume pipe of following dia with collar at site with cartage including loading, unloading complete in all respect.

Providing and laying in cement concrete in 1:2:4 ( stone ballast 4 (20 mm nominal size) : 2 approved coarse sand : 1 cement and curing complete, excluding cost of formwork in foundation and floors.

Park Work

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation,trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m including dressing of site and ramming of bottom lift upto 1.5m, including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.SOR-2023-24

Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD S.I No- 4.1.8)

Class -150 brick work 1:4 (1 cement :4 coarse sand ) in foundation including supply of all material, labour, T&P etc. required for proper completion of work . (PWD S.I No. 6.1.1) SOR 2023-24

2.5cm thick Damp Proof Course with cement and approved coarse sand 1:2 ;4 with and including water proofing as ordered by the Engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, Tools & plants etc. required for proper completion of the wo and including proper curing & shutterings as necessary.(4.10A)

Class -150 brick work 1:4 (1 cement :4 coarse sand ) in super structure including supply of all material, labour, T&P etc. required for proper completion of work . (PWD S.I No. 6.4.1) SOR 2023-24

12 mm thick plaster with cement and Coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80 mm in girth and finished even and smooth. (PWD SI.No-13.4.1)SOR-2023-24

15 mm thick plaster with cement and Coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80 mm in girth and finished even and smooth. (PWD SI.No-13.5.1) SOR 2023-24

Finishing walls with Putty approved brand and manufacture and of required shade and undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work. (CH-15 Item No. New SOR 2023-24)

Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade and undacorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applid @ 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat. (CH-15 Item No. New SOR 2023-24)

Mild Steel or Iron Work of small Size and sections such as holding down bolts,holdfast,tie rods,grating,etc( when not included in an overall rates ) wrought to required shape as necessary for bending etc including supply of steel and its wastage including cost of bolts,nuts if required for and welding,grinding and making holes as required for completion of work S.I.No 10.25.2 (ii) SOR 2023-24 Si no-(10.25.2-641 )

Painting two coat over priming coat on iron works in small areas or new wood work with one coat of ready mix priming paint and two coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all material Labour & T&P etc. required for proper complete of work paint to be used should confirm to the ISI no 103 1950. (PWD SI.No-641+19.29+642/15.1.2 ) SOR-2023-24

Water Main

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation,trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m including dressing of site and ramming of bottom lift upto 1.5m, including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.SOR-2023-24

Providing and laying of following dia Ductile Iron Pipe K-7 with Carting(d) 100 mm dia (110 mm OD) 18.72.1

Providing and Fixing 15mm dia B class ISI marked G.I. pipe complete with G.P. specials such as bends Tee,soket cross clamps etc E/W Including filling the trench etc required for proper completion of the work the rate also including supply of all materials labours T&P etc all complete

Providing and Fixing 15mm dia B class Brass ferrule including supply of all materialslabours T&P etc all complete 208.62

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