Restoration of rain damages on Chakki- Banikhet Chamba Bharmour road NH 154A Km 106/0 to 172/0 ( SH C/o 900 mm dia hume pipe culvert at RD 151/800.

Amount

Earth work in excavation of foundation of structure in all kinds of classification of soil such as pick work, jumper work, blasting work saturated soil including chiseling wedging out of rock where blasting is prohibited or any other mixed variety of soil, dewatering and/or removal of slush and other incidentals, lifts upto any height, stacking the excavated soil upto all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm ( Fifteen centimetre ) thick layer when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth to the disposal point within all leads and lifts complete in all respects, and as per direction of Engineer-in-Charge.

Providing and laying plain cement concrete 1:3:6 (One Cement : Three Sand : Six Crush Stone Aggregate 40 mm( furty millimetre)) nominal size mechanically mixed, vibrated and placing in position and curing complete as per drawing and technical specification in open foundation complete as per MORT&H specification 5th revision No 408 including carriage of materials and equipment including mechanical transport and cost of form work and other incidental required to complete the work to the entire satisfaction of Engineer-In-Charge.

Providing and laying plain cement concrete (M-15) mechanically mixed, vibrated and placing in position and curing containing minimum contents of cement as 5.50 bags per cum. (Five point five zero bags per cubic metre ) complete as per drawing and technical specification in open foundation complete as per MORT&H specification 5th revision No 1500, 1700 & 2100 including carriage of materials and equipment including mechanical transport and cost of form work and other incidental required to complete the work to the entire satisfaction of Engineer-In-Charge.

Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.

Providing and laying (two level or slope) 900 mm dia (nine hundred diametre reinforced cement concrete light duty non pressure pipe IS CLASS NP - 3 (Three) as per design in single row for culvert cradle bedding or plain cement concrete including privide and fixing collar with cement omortar 1: 2 (one cement is to two sand) excluding the cost of excavation, protection works , backfilling , concrete cradle bedding adn masnory work in head walls and parapets etc. complete.

Providing laying spreading and compacting 200mm (two hundred milimetre) Granular Sub Base as per Specifications (Table 400 - 2) of C.B.R. value not less than 30% including premixing the material with water at OMC in mechanical mix plant, carriage of mix material by tipper to site, laying in uniform layers with paver on well prepared surface and compacting with vibratory road roller to achieve the desired density. Items to include all materials , labour , machinery / equipments and incidental work required to complete the job including meachanical transport within all leads and lifts. The item shall be measure and paid for finished / compacted volume of granular sub base.The rate includes the octroi, royality, Malkana, toll tax, sales tax or any other taxes imposed by the Government.t.

Providing and laying Interlocking M-40 grade Concrete paver block pavement confirming to IS 15658:2006 having thickness 80mm (eighty millimetre) as per drawings and Technical Specification Clause 1504 and as per the directions of Engineer-In-Charge including carriage of materials within all leads, lifts and other incidental. The rate includes the octroi, royality, Malkana, toll tax, sales tax or any other taxes imposed by the Government..

Kewal Krishan Sharma

Vipan Sharma