Widening Strengthing of Payagpur-Huzoorpur Kaisarganj Road (O.D.R.) (Newly Declared SH-157) Km. 1 To 33(600) (Vidhan Sabha Payagpur/Kaisarganj)

Amount

Excavation for road work in soil with hydaulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirement of lines grades and cross sections, and transporting to the emban Technical Specification clause 302.3

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 One Km. Cartage earth

Construction of granular sub-base by providing coars graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achive the desired density, complete as per Clause No. 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.Technical Specification clause 406

Providing and applying prime coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical meansTechnical Specifiction 502

Tack Coat 1 Providing and applying tack coat with V.G. !0 bitumen using pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surface treated with primer Technical Specification clause 503

Providing and laying dense graded bituminous macadam 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 @ 4.0 to 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. 507 complete in all respects.

Providing and applying tack coat with V.G. !0 bitumen using pressure distributor at the rate of 0.30 kg per sqm on prepared bituminous surface treated with primer Technical Specification clause 503

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 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. 509 complete in all respects

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 2504

Providing and laying stone boulder pitching using 25-60kg stone boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specification (MORT&H specification on 2504)

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

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.[as per MORT&H- 304 Sl 12.1

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC 1:4:8 (40 mm below)

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] RCC 1:2:4 in Drain

Supplying, fitting and placing HYSD bar reinforcement(Fe 415) in substructure complete as per MORTH technical specification CL. 1600 Sr. 14.2

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC Grade M15 (40 mm below)

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC Grade M-20

Furnishing & Placing Reinforcement concrete in super structure as per Drg. & MORTH technical specification CL.1500,1600 & 1700 Sr. No.14.1 (M25)

P/F 100 mm dia drainage spout MS pipe including pipe cast of material,Labour & T & P in Deck Slab as per DRG.No. SD/115(Sheet 3 of 4) Technical Specification clause (MORTH &H-13.8/2706&2200)

P/L of cement concrete wearing coat M30 grade including reinforcement complete as per drawing and MORTH ,Technical Specification clause no. 2702 Sr. No. 14.4

Providing laying and packing brick bats as filter materials behind Box Walls and Wing Walls. Including supply of all materials , labour T&P etc. 2504

Brick work with 150 class brick and 1:3 cement and coarse sand in foundation and plinth including cost of all labour materias, and T&P etc. required for proper completion of the work as per s.i. no.307 (a)

Stuck cement pointing with 1:2 cement and fine sand mortar over brick work complete with all labour, materials ,T&P etc. as per direction of E/I. as SI. No. 574

Providing laying & jointing of 900 mm dia NP-3 Hume pipe including cost of pipe, callers and jointing with cement concrete 1:2:4 and spun yarn complete with all labour, materials ,T&P etc. as per direction of E/I.

HDPL INFRASTRUCTURE LTD