Tender For Construction Of Block Gilaula Me Bahraich-Bhinga Road Ke Vaibhi Akara To Nahar Ke Kinare Se Jogiya Tak Link Road Year 2025-26 In District-Shrawasti., Shravasti-Uttar Pradesh
TDR : 53976509
Tender Notice
BOQ
1 Days Left
Shravasti
Uttar Pradesh
Tender For Construction Of Block Gilaula Me Bahraich-Bhinga Road Ke Vaibhi Akara To Nahar Ke Kinare Se Jogiya Tak Link Road Year 2025-26 In District-Shrawasti.
Name of Work:- Construction Of Block Gilaula Me Bahraich-Bhinga Road Ke Vaibhi Akara To Nahar Ke Kinare Se Jogiya Tak Link Road Year 2025-26 In District-Shrawasti.
Sl. No.
Item Description
1
Construction of Embankment with Material Obtained from Borrow Pits 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 with a lead upto 1000 m as per Technical Specification Clause 301.5
2
Providing ,laying and spreading material on a prepared sub grade ,adding cement @ 2% by waight to the spread material manually mixing in place with rotavator and compacting with the road rollar at OMC to achive the desired unconfind compressive strength and to form a layer of base.
3
Providing, laying and spreading material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of Sub-base/base.
4
Providing and applying Tack coat with bitumen (V.G.-10) using bitumen distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (iii)
5
Providing, laying and rolling of open - graded premix carpet of 20mm 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 (MORD) Technical Specification Clause 508.
6
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type C as per (MORD) Technical Specification Clause 510
7
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. Please Enable Macros to View BoQ information 12.01
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