SCPAR 19-20- Andipatty Block - Package No. 2

Amount

Clearing Scrub Jungle with uprooting including all cutting charges and depositing of the products and clearing as directed by the departmental officers including all labour charges etc., complete.

Earth work excavating and depositing on bank with initial lead of 10m and initial of 2m in hard stiff clay stiff black cotton hard red earth shales murram gravel stoney earth and earth mixed with small size boulders S.S 20. A

Collection & Supply of Red Gravel including cost and conveyance, stacking to Departmental gauge for taking premeasurements etc., complete as per standard specification.

Picking the existing metal surface 7.5 cm much removing the picked up stuff to the sides, collection all useful metal leveling and sectioning top camper power roller ansolidation by power roller etc.,

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .

Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBGmetal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)

Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm

Applying tack coat over the WBM. surface using Emulsion Bitumen of 4.00 kgs/10 sqm including cost of buituminous emnulsion which will be supplied departmentally at sectiojn stores cost of which will be recovered herewith including conveyance of bitumen emulsion to actual workspot handling charges for brushing cleaning and including labour chartes for preparing the surface for laying tackcoat and labour for applying the requikred quantity of bitumen emulsion using towed or self propelled bitumen pressure sprayer charges for rools and plants employed for the working including all other incidental charges such as barricading and providing danger light flags, etc., complete as per standard specification No. 503 of MOST - 10 sqm

Providing and laying Premix carpet with seal coat type A for 20MM thickness using 0.18 cum of 13.20mm IRC Machine crushed metal and 0.09 cum of 11.20mm IRC Machine crushed metal with 14.60 kgs of bitumen for premixing 10 sqm of premix carpet and 0.09 cum

Provision for KM stone

Provision for HM stone

Provision for name board

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

A P CONSTRUCTIONS