Restoration of rain damage on Badukhar Riyali Bela Ludhiyarcha road Km. 0.00 to 6.330 Under SDRF Deposit work SH Construction of 900mm dia NP2 pipe culvert at RD 3.560 and providing and laying wire crate at RD 3.560 to 3.598.70

Earth work in excavation for foundation of structure such as retaining walls, breast walls, culverts, drains and parapets etcetra in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks ( Where blasting is prohibited) as per drawings and M.O.R.D. technical specification clause 305.1 section 300 and as per direction of the Engineer- In – Charge including setting out, shoring and bracing , removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm ( one hundred fifty millimeter) compacted thickness of each layers including shoring and strutting and pumping and bailing out water (surface and sub soil water ) upto any depth and any quantum of water including cleaning of slush which may arrise out during dewatering as per entire satisfaction and the direction of Engineer-in-Charge. Including carriage of materials within all leads and lifts and other incidental .

Providing and laying mechanically mixed and vibrated concrete for plain/ reinforced concrete in open foundation for all type of structure complete of plain cement concrete grade M-10 ( M Ten) nominal mix 1:3:6 ( One cement : 3 sand : 6 graded crushed/ broken stone aggregate 40mm ( forty millimeter) nominal size in or under water and curing complete including pumping or bailing out water , dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/ depths including the cost of form work in toe walls as per drawings and M.O.R.D. technical specification sections 800, 900 & 1200 as per the direction of the Engineer-in-Charge . Including carriage of material within all leads and lifts and other incidental . The rate including of octroi, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying ( to level or slope) 900mm dia (Nine hundred millimeter) diameter reinforced cement concrete light duty non pressure pipes IS Class NP-2 for culverts on first class bedding in single row including fixing collar with cement mortar 1 : 2 ( One cement : two sand) but excluding the cost of excavation, protection works, back filling, concrete and masonry work in head walls and parapets as per drawing and M.O.R.D. technical specifications clause 1106 and as per direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying of boulder apron laid in wire crates with 4mm (Four millimeter) dia G.I. (Galvanized iron) wire conforming to IS:280 and IS:4826( IS : Two hundred eighty and IS : Four thousand eight hundred twenty six) in 100mm x 100mm mesh ( one hundred into one hundred millimeter mesh) ( woven diagonally) including 10 percent (Ten percent) extra for laps and joints laid with stone boulders weighing not less than 25 kg. ( Twenty five kilogramme) each as per drawings and M.O.R.D. technical specifications clause 1301 (One block of crate work should not be more than 2.50x1.25x1.25mm. ( two point five zero into one point two five into one point two five millimeter) and as per the direction of the Engineer-in-Charge and carriage of material within all leads, lifts and other incidental. The rate including of octroi, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Construction of embankment and earthen shoulders with approved materials deposited at site from roadway cutting and excavation from drains and foundation of all other structures or other sources graded and compacted in 200mm (two hundred millimeter) thickness in every layers and compacted with three wheel road roller 80-100 (eighty to one hundred) KN static weight roller to meet the requirement of tables 300.1 and 300.2 as per MORD technical specification clause 301.5 and as per the entire satisfaction and directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government.