Construction of the road from Raisana village turn-off to the Meerut-Garh Road via Datavali and Gesupur

Clearing and Grubbing Road Land/Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201./By Mechanical Means/In area of non-thorny jungle

Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m transporting to site grading to required slope and compecting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000m as per technical specification clause 301.5

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Providing laying and Spreadind Material on a prepared sub base adding cement @2% by weight to the spreade materials manually mixing in place with rotavatorand compecting with the road Roller @ OMC to achivethe Desired Unconfined Compressive Strength and to form a layer of base

Providing laying and Spreadind Material on a prepared sub base adding cement @4% by weight to the spreade materials manually mixing in place with rotavatorand compecting with the road Roller @ OMC to achivethe Desired Unconfined Compressive Strength and to form a layer of base

Providing and applying tack coat with bitumen VG-10 grade using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Including supply of all Material, Labour, T&P etc also including VAT, labour cess, royalty and all other applicable Taxes required for proper completion of work as per direction of Engineer-in-charge. Technical Specificaton Clasue (SI.NO. 503 II).

Providing and laying and rolling of open graded premix carpet by Manual Means of 20 mm thickness composed of 13.2 mm to 5.6 mm agregates using V.G.-10 grade bitumen bitumen to required line grade and level to serve as wearing course on previously prepared base by manual MORD specifications 508 (excluding cost of labour cess & GST)

Providing and laying seal coat by manual means with 80/100 grade bitumen sealing the voids in bitumens surface laid to the specified levels grade and cross fall using type C as per Technical Specification Clause 510 (excluding cost of labour cess & GST)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC Box culvert)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 / II. R.C.C M 25 (Box Culvert)