Temporary Restoration of Abandoned portion of NH 05 near Solding Bridge from Km 321/220 to 322/00 (SH. P/L Hume Pipe Culvert, R.wall in Wire crate and Filling in Embankment Between Km 0/420 to 0/530) under HPPCL Deposit

Amount

Earthwork in excavation for structures in all depths as per drawing and technical specifications in all kinds of soils i.e.pick work,jumper work, blasting work in soft and hard rock and intermediate classifications of soil including chiselling and wedging out of rock with in all depths and heights, stacking the useful materials and disposal of unserviceable materials upto the identified dumping site as per the direction of the Engineer-in-Charges with in all leads and lifts. Any loss of public/private property during the course of execution shall be the sole responsibility of contractor which shall have to be duly compansated by him at his own cost.

Providing and laying mechanically mixed & vibrated M-20 (Twenty) Plain cement concrete containing minimum contents of cement 6.94 (Six point nine four) bags per cubic metre complete as per drawing and technical specification such as Retaining walls, Hume Pipe culverts and crash barriers ensuring non segrigation with curing complete as per MORT & H specifications No. 1500, 1700 & 2100 5 th revision including carriage of materails and equipments and cost of form work of steel plates incidental required to complete the work within all leads and lifts with all modes of transportation to the satisfaction of the Engineer - In -Charge.

Providing and laying 1000mm (One thousand milimetre) internal diameter IS class NP3 reinforced cement concrete heavy duty pipe to slopes as given in the tendered drawings butt jointing pipes with RCC (Reinforced cement concrete) collars using cement mortar 1:1 (one cement : one sand) including testing of joints in all heights and depths confirming to section 2900 of the MORTH specification (latest revision) in all leads and lifts of materials,T&P even through all modes of transportation and as per the entire satisfication and direction of Engineer -in-Charge.

Providing and laying of boulders apron laid in wire crate made with 4 mm ( Four milimetre ) thick G.I wire confirming to IS 280 and IS 4826 in 100x100 mm( hundred into hundred milimetre) mesh (Weaved diagonal) in all heights and depths including 10% extra for laps and joints laid with stone boulders including carriage of materials by mechnical transport in all leads and lifts confirming with the MORTH Specification ( Latest revision) and as per direction of the Engineer-in-Charge

Construction of road in embankment with approved materials, graded and compacted to meet requirement of table 305 confirmity to clause 305 of the MORTH specification (latest revision) with in all leads and lifts through all mode of transportation.The contractor will arrange all filling material/muck at his own level including all cost involved for all leads and lifts. No specific borrrow pit site will be provided however, the residual material of Slips/land slide along the National Highway with all leads and lifts including all means of transportation can be utilized. The work must be completed as per the MoRTH Specification and to the entire satisfication and direction of Engineer -in-Charge.

M/S DINESH KUMAR (BID ID -508053)

Kanwar Singh (BID ID -507894)

KAILASH THAKUR (BID ID -508465)