4454-57,17.07.2026

Excavation in hillly area in all heights and depths in all kind of soil by manual/mechanical means including saturated soil comprising of ordinary soil, softs rock and hard rocks, chiselling/wedging out of rock (where blasting is prohibited) and their intermediate classification of soil setting out true to the required line, grades, width cutting and trimming of sites slopes and level shown on the drawing and as directed by Engineer in Charge at site according to the mode technical specifications for rural road clauses 1603.1 and 1603.2 and sorting out useful material and stacking the same in all leads and lifts on acquired width of the road and transportation for filling in road ways camber, embankment for grade improvement and disposal of all surplus material to approved dumping sites through all modes of tranpotation including head load or animal tranport or mechanical means along with its levelling fine dressing necessary to complete the work by mechanical means and/or labour if required. The recovery of stones whether useful or not for 3862.42cum. (one thousand four hundred ninety seven point two seven) in all cases, @ Rs.170/-(One hundred seventy)only per cum shall be effected on pro rata basis. Any loss to the public and private property during the course of excavation shall be the absolute reponsibility of the contractor, which shall have to duly compensated by him in all cases including of carrige of material with in all leads and lifts.

Excavation in soil in hilly areas by manual means including cutting and trimming of side slopes and disposingt of excavated earth with in all leads and lifts as per drawing and Techical Specification Clause 1603.1 including carriae of material with in all leads and lifts as per directions of Engineer in Charge.

Earthwork in excavation for all type of road structure such as retaining walls, Breast walls, culverts, drainds and parapets etc. in all types of classification of soil comprising of ordinary soil, softs rock and hard rocks, chiselling/wedging out of rock (where blasting is prohibited) as per drawing and MORD. Technical specifications Clause 305.1,1104 and 1606.1 and as per direction of Engineer in Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal ofsuitable material up to all lead and lift, including dressing of sides and bottom and back filling in trenches with excavated suitable material to the orignal surface in layers not exceeding 150 mm (one hundred (fifty milimeters) compected thickness including sorting and sturting and pumping and bailing out water(surface and sub soil water) up to all depth or any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of Engineer-In-Charge and including of carriage of material with in all leads and lifts.

Providing and Laying concrete 1:6:12 (one cement:six sand:twelve graded stone aggregate 40 mm (forty millimeter nominal size) for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of material with in all leads and lifts as per direction by th e Engineer-In- Charge

Providing and Laying concrete for plain/reinforced concrete 1;4:8 (One cement: Four sand eight graded crushed stone aggregate 25mm (twenty five milimeter nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of material with in all leads and lifts as per direction by the Engineer-In-Charge.

Stone Random Rubble Masonry work In cement mortar 1:6 (1 cement: 6 sand) in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203..including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Stone masonry work in cement mortor in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1204. Coursed rubble masonry (2nd sort) in cement mortar1:3 (one cement:3 Sand) including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Coursed rubble masonry stone (2nd sort) work in cement mortar1:6 (One Cement:Sixsand) in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203..including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Backfilling behind abutment, wir g wall and return wall with Granular materialcomplete as per drawing & technical specification Clause 1204.3.8 including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Providing and laying reinforced cement concrete pipe NP2 900 mm (nine hundred) milimeter dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement:two sand) but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108 including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.