Widening And Strengthening Work of Pachrukha Saraw Ekauna ODR in Dist Deoria

Amount

Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres- Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and ransporting to the embankment location within all lifts and lead upto 1000m As per Sr. No. 3.06 & Reference to MORT&H Specification no. 301 (Excluding GST)

Construction of Embankment with Material Deposited from Roadway Cutting- 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 As per Sr. No. 3.17 & Reference to MORT&H Specification no. 305 (Excluding GST)

Construction of Embankment with Material obtained from Borrow pits- 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 As per Sr. No. 3.16 & Reference to MORT&H Specification no. 305 (Excluding GST)

Construction of Subgrade and Earthen Shoulders:- 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. 300-2As per Sr. No. 3.18 & Reference to MORT&H Specification no. (Excluding GST)

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 front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete As perSr No. 4.01 & MoRT&H Specification Ref. No. 401 (Excluding GST)

Wet Mix Macadam (Plant Mix Method)- 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. As per Sr No. 4.14 & MoRT&H Specification Ref. No. 406 (A) (Excluding GST)

Prime Coat over WMM:- Providing and applying primer coat with SS1 grade 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 means. As per Sr. No. 5.01 & Reference to MORT&H Specification no. 502 (Excluding GST)

Dense Graded Bituminous Macadam Grading -II- Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent 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 complete in all resects.As per Sr No. 5.04 & MoRT&H Specification Ref. No. 505B (Excluding GST)

Tack Coat on Bituminous surfaces- Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom As per Sr. No. 5.02 & Reference to MORT&H Specification no. 503 (Excluding GST)

Bituminous Concrete Grading II:- Providing and laying bituminous concrete 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 complete in all respectsAs per Sr. No. 5.05 & Reference to MORT&H Specification no. 507 (Excluding GST)

Excavation for Structures- 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. Reference to MORTH&H Specification 304 Sr No.12.01(Excluding GST)

Plain/Reinforced Cement Concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications. Reference to MORTH&H Specification 1500,1700 & 2100 Sr No.15.11(Excluding GST)

Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 using batching plant transit mixer & manual placing Reference to MORTH&H Specification 1500,1700 & 2100 Sr No.12.08 (Excluding GST)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/Wall/Slab complete as per Drawing and Technical Reference to MORTH&H Specification 1600 Sr No.15.13 (Excluding GST)

Construction of 1000mm hume pipe Excavation for Structures 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 Reference to MORTH&H Specification 304 Sr No.15.01

Concrete with 4 cms gauge Stone grit fine sand of 1.25 fineness modules and cement in the ratio 8:4:1 in foundation and under floors including supply of all materials, labour, T&P etc required for proper completion of the work as per SOR SI NO-275(Excluding GST)

1st class brick work with class 150 bricks in 1:4 in cement and C. sand mortor in foundation & plinth including all cost of material, all labour T&P etc for completion of work. as per SOR SI No 305(Excluding GST)

Struck cement Pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 finencess moudulous on brick work including raking the joint washing and cleaning and supply of all material, labour T&P etc required for proper completion of the work as per SOR SI No-574(Excluding GST)

Supply of 900 NP-3 Hume pipes As per SOR (Excluding GST)

Laying of NP-3 Hume pipes As per SOR (Excluding GST)

M/S GIRISH SINGH (BID ID -4999066)

JAI SHAKTI CONSTRUCTION (BID ID -4992782)