Rural Development And Panchayat Raj Department Tender

CSR_V3_pg n 7 I NO 3.5 - Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead ---- 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 NO 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 and then 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 NO 1.8 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead transportation to site spreading grading to required slope and compacting to meet the requirement complete as per specifications including cost of labourrollingwaterall materialsusage& all other appurtenaces required to complete the work. ---- 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 NO 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 no 145 I NO16.10 - Granular Sub-base with Well Graded Material Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specifications ---- 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 no 26 I NO 4.14.B.(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 vibratory roller 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. ---- 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 no 26 I NO4.14.B (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 vibratory roller in stages to proper grade and camber applying and brooming requisite type of Using Screening Crushable type such as Moorum or Gravel to fill up theinterstices of coarse aggregate watering and compacting to the required density. Grading-I (63 mm to 45 mm) By 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 NO 5.1 - 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 0.70 kg/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 15 I NO 5.4 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface ---- 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 39 I NO 5.19 - Providing laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 to required line grade and level to serve as wearing course on a previously prepared base including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller finished to required level and grades. 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 39 I NO 5.21 - Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type B seal coats with bituminous binder VG-30 ---- 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 NO 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 NO 8.16 (III) - Reinforced cement concrete M15grade 200m 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 NO 8.18 - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting. ---- 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 NO 8.15 (III) - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 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.

CSR_V3_pg n149 I NO16.28 - Providing and constructing un-reinforced plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade) coarse and fine aggregates conforming to IS:383:2016: maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork (steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing) spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including construction joints primer sealant curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead lifts loading & unloading charges cost and conveyance of all materials labour equipments etc. complete. as per the directions of the Engineer-in-charge of the work. ---- 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 no 5 I NO1.4 - Earth work excavation by manual means for drainscanals waste weirdraft approach channels key trenches foundation of bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools & other appurtenaces required to complete the work. ---- 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 no 15 I NO2.1.3 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead & lifts cost of all materials of quality labour Usage charges of machineries curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork hall be paid separately) ---- 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 no 16 I NO2.4.1 - Providing and laying in position Cement Concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. ---- 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 no 18 I NO 211.h - Supplying Fitting and Placing TMT FE 550/500D steel Reinforcement including cost of all materials machinerylabour cleaning straightening cuttingbending hooking laping/welding jointstying with binding wire/soft annealed steel wire and oher ancilary operations complete as per technical speciications ---- 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 no 146 I NO 16.15.b - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works in head walls and parapets Clause 1101.6 1000 mm dia ---- 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 no 149I NO 16.28 - Providing and constructing un-reinforced plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade) coarse and fine aggregates conforming to IS:383:2016: maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork (steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing) spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including construction joints primer sealant curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead lifts loading & unloading charges cost and conveyance of all materials labour equipments etc. complete. as per the directions of the Engineer-in-charge of the work ---- 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 no 117 I NO 12.3.A - Back filling behind abutment wing wall and return wall complete including compaction as per drawing and Technical Specification (With Granular Material) ---- 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 no 7 I NO 1.8 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead transportation to site spreading grading to required slope and compacting to meet the requirement complete as per specifications including cost of labourrollingwaterall materialsusage& all other appurtenaces required to complete the work. ---- 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 no 129 I NO 14.1 - Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and 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 no 129 I NO 14.4 - Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications ---- 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 no 130 I NO 14.7.b - A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes ---- 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 no 67 I NO 8.18 - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting. ---- 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 no78. I NO 8.54 - Providing and fixing board displaying information such as 'Name of work Tender cost Name of Contractor Work completion and liability period etc' having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including excavation refilling transportation and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- 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.