Widening Strengthening of Utraula-Ayodhya-Prayagraj Road (S H-9) Ch. 131.900 to 134.610 KM (Tedhui to Golaghat tak City Portion) Four Lane in Distt Sultanpur

Amount

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m As per MoRTH Spc. 301

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of As per MoRTH Spc. 305. (Carted Earthwork upto 3 km)

Construction of granular sub-base by providing coarse graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory power roller to achieve the desired density, complete as per MoRTH clause 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 achieve the desired density. complete as per MoRTH clause 406

Providing, laying, spreading and compacting graded Sukrut stone aggregate to Stablised wet mix macadam ETA (WMM + 1 % Cement+3.5 % Bitumen Emulsion) 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. complete as per E-in-C circular

Providing and laying dense graded bituminous macadam 50 mm Thickwith higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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. 505 complete in all respects.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared Primed surface/bitumen surface cleaned with mechanical broom. As per MoRTH 503 for B.C.

Providing and laying bituminous concrete 30 mm thick with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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. 507 complete in all respects

Same as above in item No.-2 but for Construction of Shoulder/Patri. As per MoRTH Spc. 305

C/o Divider i/c cost of all material labour, T & P etc as direction of E/I- Excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. SI No.-2, Ref No.-2.8.1

R.C.C. work cement approved coarse with sand and 2cm (3/4") gauge approved srone ballast in the proportion 1:1.5:3 (1Cement: 6 aggregate) in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc.required for proper completion of the work strength of the concrete shall not be less than M-150. as per SI No.-2, Ref to DAR 4.2.2

Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing & technical specifications. As per MoRTH Spc. 1600

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Sl. No-4- 2.25

Painting or varnishing on iron works in small areas on new wood works with one coat of ready mix priming paint and one coat of approved superior ready mix paint of clear syuthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of work. paint to be used should confirmed to the ISI no-103 1950 as per SI no.-(641, 642)

Construction/Widening of Hume Pipe culverts 1000 mm dia H.P.Culvert- Earth work in excavation by mechanical means (Hydraulic excavator)/ Manual means over areas (excedding 30 cm in depth, 1.5 M in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and to lift upto 1.5 m, as directed by engineer in charge as per DAR 2.6.1

Providing and laying in cement concrete 1:4:8 (1cement:4 fine sand:8graded stone ballast 40 mm nominal size) and curing complete including supply all materials, labour and T&P etc. required for proper completion of the work. As per DAR 4.1.8

Providing and laying 40 mm gauge brick ballast below pipe and in sides.as per PWD spec. no 1.2

Supply of 1000 mm dia NP3 pipe as per MORD 9.3, 1100

Laying & fixing of 1000 mm dia NP-3 pipe with collers As per MORD 9.3, 1100

Class 150 brick work in foundation and plinth with cement mortar 1:4 (1Cement :4 Coarse sand) As per DAR 6.1.1

Struck Cement Pointing on Brick work with cement mortar 1:2 (1 Cement : 2 Fine sand) As per DAR 13.32.1

12mm cement plaster in 1;4 cement & coarse sand mortar. As per DAR 13.4.1

Construction of U-Type drain in abadi portion (450x450 MM) Earth work in excavation by mechanical means (Hydraulic excavator)/ Manual means over areas (excedding 30 cm in depth, 1.5 M in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and to lift upto 1.5 m, as directed by engineer in charge as per DAR 2.6.1

Providing and laying in cement concrete 1:4:8 (1cement:4 fine sand:8graded stone ballast 40 mm nominal size) and curing complete including supply all materials, labour and T&P etc. required for proper completion of the work. As per DAR 4.1.8

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). As per DAR 5.33.1

Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing & technical specifications. As per MoRTH Spc. 1600

M/s Alok Infra Projects