Rural Development And Panchayat Raj Department Tender

CSR_V3_pg n 17 I N 3.7 - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC andthen compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V1_pg n 7 I N 1.7 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 17 I N 3.6 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 26 I N 4.14 I a - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with wheel roller Steel Vibratory in stages to proper grade and camber, applying and brooming, requisite type of screening/Binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density By Mechanical Means Grading - 1 (63 mm To 45 mm) (a) using screening crush able type such as moorum or grave l ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 26 I N 4.14 ii b - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel vibratory roller in stages to proper grade and camber, applying and brooming, Revisite type of screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 Type B (11.2mm) as per Technical Specification Clause 404 ( Mechanical Means) ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 31 I N 5.1 A I - Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg per m2 using mechanical means ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 145 I N 16.12 - Open-Graded Premix Carpet using Bituminous (VG-30): Providing, laying and rolling of Open-Graded Premix Carpet by Manual Means of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using VG-30 grade bitumen or Emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical specification. ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 145 I N 16.13 - Providing and laying Seal Coat using VG30 Bitumen by Manual means by sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 67 I N 8.16 ii - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 67 I N 8.16 iii - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 65 I N 8.7 - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 64 I N 8.5 a IV - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. ( iv ) 60 cm equilateral triangle ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 78 I N 8.55 - Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.

CSR_V3_pg n 67 I N 8.15 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes ---- With all lead and lift loading and unloading charges, hire charges of all machineries tools and plants, cost of all labour charges cost of farm work cost of all materials including all taxes etc complete for finished item of work and as per the Engineer - in charge of work.