Development of Industrial Area at Chanour, Distt. Kangra (HP). (SH- C/o un-mettled road and RCC culvert ( RD. 0.00 to 240.00 Mtrs.)

Amount

Construction of embankment with approved materials obtained from borrow pits to be arranged by the contractor as well as from the item at Sr. No. 1 with a lead and lift upto any height, transporting to site, spreading, grading to required slope and graded upto any height compacted with three wheel 80-100 ( eighty- hundred)KN static weight road roller to meet requirement of table 300.1 and 300.2 as per technical specifications clause 301.5 and as per the entire satisfaction and direction of Engineer- in- Charge including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Excavation for road way in all types of soil soil by mechnical means including cutting and pushing the earth to site of embankment upto a distance of 100 mtr including triming bottom and side slope in accordance with requirements of lines grades and cross sections including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Prepartion of sub grade by dressing to camber (Earth work for cutting involved for sub grade to be paid for separetly depending upon classification of soil completed including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Consolidation of subgrade with road roller including making good the undulation etc.with earth or quarry soil etc. and rerolling the sub grade completed as per H.P.PWD specification including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Grannular sub-base/base/surface course with local material (Table 400.13) by mix in place method normal construction of grannular su-base by providing local material, spreading in uniform layers with motor grade on prepared surface,mixing by mix in place method with rotavator at once compacting with smooth wheel roller to achieve the desired density complete as per clause 401.1 as per Technical specification clause 408 within all leads and lifts using naturally occuring gravel including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Water Bound Macadam:- Providing, Laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification includind spreadibg in uniform thickness, hand packing, rolling with three wheel 80-100 KN static rolller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up interstices of coarse aggregate, watering and compacting to desired density grading as per Technical Specification clause 405 within all leads and lifts by mechanical means: Grading -II asper size 63mm to 40mm.

Excavation in foundations,trenches,etc.in earth work in all kind of soil lifts upto 1.50mtrs. Stacking the excavation soil not more then 3mtrs. Clear from the edge of excavation and then returning the stacked soil in 15cm layers when require into plinths sides of foundation etc.consolidation each deposited layer by ramming,watering and then disposing of all surplus excavated earth as directed in all leads and lifts.

Providing and laying cement concrete 1:4:8(1cement: 4sand: 8graded stome aggregate 40mm nominal size) and curing complete including cost of form work in foundation and plinth.Asper clause 802,803,1202 & 1203. including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing Plain /reinforced cement conc.in sub structure complete as per technical specification Clause 802,804,805,806,807,1202 and 1204 for height upto 5mtr.Cement concret(1:1.5:3) (1 cement 1.5 sand 3 graded stone agreegate 20mm nominal size) and curring complete including cost of form work.foundation footing bases of columns and the like and mass concrete including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Supplying fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification clause 1002,1005,1010 and 1202 including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Steel work welded in built up sections,trusses and framed work including cutting,hoistingm,fixing in position and applying a priming coat of read lead paint for overhead sign board simply supported type truss made with 350 NB pipe @50kg/mtr as vertical support,50NB pipe @ 4.5kg/mtr and 40NB pipe @ 3.61kg/mtr for truss including base plate ,gusset plate comp. including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Painting two coats(excluding priming coat)on steel and other metal surfaces with enamel paint,brushing to give an even shade including cleaning the surface of all dirt,dust and other foreign matter.Enamel paint other than white including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Providing and fixing 2mm thick aluminium sheet painted with heat treatment process including etching treatment including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Providing and fixing retro reflective high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 4956-09 and as per IRC 67 including writing of word matter with computer plotter,design and layout of board A 10 years pre-qualification warrenty as per clause 6.9 of IRC 67-2012 for tyoe XI retro reflective sheeting from the manufactur and a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including 3 years out door weather exposure report for the retro reflective sheeting offered shall be submitted including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Providing and errecting a "W" metalbeam crash barrier comprising of 3mm thick corrugated sheet metal beam rail,70 cm above road/ground levelfixed on ISMC series channel vertical post 150x75x5mm spaced 2.00 mtr centre to centre 1.8m high 1.1 mtr below ground /road level all sheet parts and fiments tobe galvainised by hot dip process all fitting to cofirm to IS:1364 metal beam rail to be fixed on the vertical post with a spacer of channel section 15x75x5mm 330mm long complete as per clause 800.10 complete as per specification A .Type-A "W" MORTH specification No.810 item to include excavation form work and cement concrete 1:3:6(1 cement :3 sand :6 graded stone agreegate 20mm size) in foundation including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Ravinder Kumar

SANDEEP SHARMA

SUBHASH CHAND