Tender For Project For Canal Boundary And Restoration From Km. 0.000 To Km. 16.000 Of Sultanpur Dy. In Distt. Bijnor. - SupplyandFixingofM-25R.CCPrecastedboundarypost with C.C Caphavingsize 0.150x0.150 M (6x6)i/c cost of all material, Labour, T&P etc Complete 2 Earth work in Foundation in dry soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30 m and including back filling watering and ramming of excavated earth into the plinth withremoval and disposal of surplus earth as directed by the Engineer - in - charge upto distance of 30 M from the foundation trenches (by Manual) i/c cost of all Labour, T&P etc Complete 3 Laying Cement Concrete 1:1.5:3 with Cement,Coarse Sand and 4 to 20 mm crushed stone ballast including mechanical compaction i/c cost of all material, Labour, T&P etc Complete 4 Laying Cement Concrete 1:3:6 with Cement,Coarse Sand and 4 to 40 mm crushed stone ballast including mechanical compaction i/c cost of all material, Labour, T&P etc Complete 5 Centerning and Shuttering for Concrete worksincluding cost ofall material, Labour, T&P etc Complete. 6 Cement Pointing (struck Deep )1:2 Cement & Sand Mortar over brickworki/c costof all material,labour and T&P complete. 7 First class Brick work in 1:3 Cement, Coarse Sand Mortar up to 3 m height with 60 m lead of material i/c cost of all material, labour, and T&P etc Complete. 8 First class Brick work in 1:4 Cement, Coarse Sand Mortar up to 3 m height with 60 m lead of material i/c cost of all material, labour, and T&P etc Complete 9 Finishing wallstwo coat with superior quality water proofing cement paint/Weather coat of approved qualityof old treated surface with this paint to give an even shade i/csupply of all material, labour and T&P etc required for proper completion of the work . 10 Cement ConcreteM-15 (1:2:4) with cement, Coarse sand, & 4mm to 20mm crushed stone ballasti/c cost of all material, labour and T&Petc complete. 11 ChainageWritting On Slab With Scraping old colour or white.washing/snowcem/cement.Finishing wall with two coat of water proof cement paintWeather coat of approved quality on previously oldtreated surface with this paint to give an even shade. Letter writing up to 30 cm height including supply of all marerial, labour, T & Petc Complete.. 12 Greasing oiling of component of lifting mechanism of gates (excluding rollers) after proper cleaning with replacing Grease cup/Grease Nipple as required .For gate span upto 8.00 mtr Including cost of all material, labour and T&P etc Complete. required proper completion of work 13 Supplying andlaying dry boulder pitching (20-40 Kg Wt.) up to 3 m height with 60 m lead of materialincluding cost of all material , labour, and T&P etc Complete. For Proper Completion of work 14 Supplying & Laying brick pitchingin 1:4 Cement, coarse sand mortar up to 3 m height with 60 m lead of materiali/c all cost of Material,labour, and T&P etc Complete.For Proper Completion of work. 15 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.i/c cost of all Material,labour, and T&P etc Complete 16 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7 to 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. i/ccost of all Material,labour, and T&P etc Complete 17 Providing and applying tack coat with bitumen VG-10 gradeusing bitumen distributor at the rate of 0.300kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.and the bitumen VG-10 gradewill be issued by the department. i/c cost of allMaterial,labour, and T&P etc Complete 18 Providing & laying and rolling of open-graded premix carpet of 20 mm compacted thickness composed of 13.2 mm to 5.6 mm aggregates @0.27 cum per 10 Sqm andusing VG-10 Bitumen@14.60kg/10 Sqm mixed in a Hot mix plant of Capacity 120T per hour including carriage of prepared material by tipper to site and laid with a Mechanical Paverto required line, grade and level to serve as wearing course on a previously prepared base of W.B.Mlaying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 506 includingcost of all material, labour and T&P etcComplete. (By Mechanical Means) 19 Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. i/c cost of all Material,labour, and T&P etc Complete 20 Brick edging on both sides of the road of first class (M-150) brick on edge laid with mud mortar including labour and supply of bricks finished to the required templete and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer - in - charge. i/c cost ofall material,Labour ,T&P etccomplete. 21 providing& Fixing of 110mm dia NP-6/PE-100(HDPE) rigid pressure PipeRequired for proper completion of Work. i/c cost ofall material,Labour ,T&P etccomplete. 22 providing& Fixing of 160mm dia NP-6/PE-100(HDPE)rigid pressure Pipe Required for proper completion of Worki/c cost of all material,Labour ,T&P etccomplete. 23 Clearing thick bushes & thorny jungle without uprooting with disposal i/c cost of allLabour ,T&P etccomplete. 24 Uprooting jhunds including back filling with disposal i/ccost ofall Labour ,T&P etc complete. 25 Earth work in cutting including lift up to 1.5 M and lead up to 30 M includingdressing. (The earth from clearance to be used in side embankment or to be disposed on spoil banks or as directed by (Engineer-in-charge)i/ccost ofall Labour ,T&P etc complete. 26 Earth work in cutting or in embankment in ordinary Soil, excavation to be in the form of regular pits and earth Work in embankment to be in 20 cm layers including ramming and dressing the surface to the required levels and slops and also including 1.50 meter lift and 600 meter lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 meter distance as directed by Engineer-in-charges. i/ccost ofall Labour ,T&P etc complete.
