Retender (Lot No. 01) Renovation Work of Old Painted Service Road of Neora minor from Km 0.000 to Km 2.500 for the year 2024-25 The.-Mau, District-Chitrakoot.

Amount

The quantities given here under are tentative. They can vary on either side upto any extant,the contractor shall have no claim on account of changes and shall be paid of the quantities as physically met at site reach of work for complete work.

Compacting Original Ground l: (i) Compacting original ground supporting embankment : Loosening, Levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 (SOR . 12B.9)

Water Bound Macadam Grade III: Providing, laying, spreading and compacting stone aggregates of specific sizes (Grading-III 53 mm to 22.4 mm Specified Size) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

Tack Coat:- Providing and applying tack coat with Bitumen VG-30 using pressure distributor at the rate of 0.30 kg/sqm on the prepared bituminous surface cleaned with Hydrolic broom as per Technical specification clause 503.

20mm thick open grade premix carpet using Bituminous (Penetration grade/ modified bitumen) binder:- Providing and laying and rolling of open graded premixed carpet of 20mm thick compacted composed of 13.2mm and 11.2mm aggregate using bitumen VG-30 @ 14.6 kg/ 10sqm to required line, grade & level to serve as wearing coat on a previously prepared base, including mixing in a suitable mixall plant, laying and rolling with a three wheel 80/100 KN static roller capacity finished to required level and grade including all material, labour, T&P hire & fuel charge of mixall and roller etc.(as per MORD Data book clause 5.90(508)

Seal coat :-Providing and laying seal coat type-C with 6.7mm stone chippings @ 0.009cum/sqm precoated with bitumen VG-30 @0.65kg/sqm in suitable mixall plant and rolling with a three wheel 80/100KN static roller to seal the void in a bitumen surface laid to the specified level, grade and cross fall as per technical specification clause and also includeing all materials, labour, T&P, hire & fuel charges of mixall and roller etc. (as per MORD data book cluase 5.12(510)

Earth work for repairing shoulder of road I/C all leads and lifts manual compaction with dressing labour,T&P and etc.completion of the work.

M/S AJAY SINGH CONTRACTOR

M/S HEMRAJ SINGH CONTRACTOR