New Construction work of Raghavgarhi and Pirodia via Prachin Siddhababa Kadam Ekhandi Road

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Local Earth)

Providing, laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually, mixing in place with rotavator and compecting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.As per Mord specifications 401

Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the place with rotavator and compecting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.As per Mord specification 401

Providing and applying Tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type-C as per Technical Specification Clause 508.

Providing, laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type 'C' as per Technical Specification Clause 510.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Local Earth)

Reinforced cement concret M-15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical specification cluase 1703

Reinforced cement concret M-15 grade Hectometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical specification cluase 1703

Supply, laying and fixing of 350 mm dia NP-3 class hume pipes in proper position in culvert.

Part-A) Routine Maintenance of road for 05 Years after the competion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.) 1-1st Year @ Nill

2nd Year @ 0.75%

3rd Year @ 1.50%

4th Year @ 2.25%

5th Year @ 3.00%

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