W/s of DostpurAkbarpur Jalalpur Neori Road (MDR-155E)

Amount

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 table 300-2.

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

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Widening of the road)

Providing, laying, spreading and compacting graded stone aggregate in layers 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.

Providing,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC Cement+3.50% Emulsion in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of Morth specification. (ETA)

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing and laying Dense graded Bituminous Macadam with hot mix plant producing an average output of 75 ton per hour using crused aggregates of specified grading -II premixed with bituminous binder VG-30 @ 4.5% of mix, transported to site , laid over previously prepared surface with paver finisher to the required grade , lavel and alignment and rolled to achieve the desired compaction. as per MORT&H Specification. No 507

Providing, laying bituminous concrete hotmix plant procuding and average output of 75 tonnes per hour using crushed aggregates of specified grading, premix with bituminious VG-30 @ 5.4% of mix and filter, transporting the hotmix to work side, laying with a hydroseatic paver finisher with sensor control the required grit, lavel and alignment, rolling with smooth wheeled, vibratory and tandam rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (For Patri)

CONSTRUCTION U TYPE DRAIN Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.50m (5ft) and lead up to 30m (100ft) and including filling, Watering and ramming or excavated earth in to the trench or in to the space between building and the sites foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the E/I up to distance of 30m (100ft) form the foundation trenches.

Providing and laying in Cement concrete 1:4:8 and curing complete, including cost of form work in foundation and floors.

Providing and laying in Cement concrete 1:2:4 not less than strength of M150 1 cement, 2 Approved coarse sand, 4 stone ballast (20mm nominal size) including supply of all material, labour, cost of form work curing etc complete in foundation and floors. As per S.O.R Chap. 5 Item No. 4/279(b)

Mild steel or iron in plan work such as reinforced concrete or reinforced brick work( when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level. As per SOR Chap.10 Item no. 3/504

EXETENSION OF CULVERT Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.50m (5ft) and lead up to 30m (100ft) and including filling, Watering and ramming or excavated earth in to the trench or in to the space between building and the sites foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the E/I up to distance of 30m (100ft) form the foundation trenches.

Providing and laying in Cement concrete 1:4:8 not less than strength of M150 1 cement, 4 Approved coarse sand, 8 stone ballast (40mm nominal size) including supply of all material, labour, cost of form work curing etc complete in foundation and floors. As per S.O.R Chap. 5 Item No. 6(i)/281

O.B.B. filling under hume pipe

Supply of350mm dia RCC NP-3 hume pipe

Supply of 600mm dia RCC NP-3 hume pipe

Providing laying and fixing of 350 dia R.C.C hume in position

Providing laying and fixing of 600 dia R.C.C hume in position

Class-150m brick work with 1:3 cement and coarse sand mortar in foundation and plinth including supply of all material Labour T&P etc. required for proper completion of the work, as per SOR Chap. 6 Item no. 5/307

Struck pointing on brick work with cement Mortor in 1:3 Consisting of one part of cement 2 part fine sand of 1.25 F.M including supply of all material Labour T&P etc. required for proper completion of the work, as per SOR Chap. 3 Item no. 1/574

R.C.C Work with Cement approved Course sand and 2cm gauge approved stone ballast in the proportion of 1:1.5:3 exluding supply of reinforcement and its bending bu including its fixing and binding the same necessary with 24 BWG bindig wire and including necessary centering and shuttering etc. and also including supply of materials, labour and Tool and plants etc. required for proper compection of the work, strength of the concrete shall not be less than M-150 as per SOR Chap. 5 Item no.8/284(a)

Mild steel or iron in plan work such as reinforced concrete or reinforced brick work( when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level. As per SOR Chap.10 Item no. 3/504

12 mm cement plaster in 1:4 Cement and Corse Sand Including cost of all material labour and T&P etc. Complite SI no. 582

Supply & Fixing of KM and Hectometre stone. as per direction of Engineer-in-charge. including lettering/painting etc. complete

Note: GST Shall be paid Extra as per G.O. No. 1614/23-10-2017-12(samanya)2017 Date 08-11-2017

VINDHYACHAL SINGH

SHIV CONSTRUCTION