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| 1 | Clearing and grubbing Canal land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm,removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness including cost, carriage, taxes of all materials, labour, cess and T&P required for the work etc. complete as per direction of the Engineer-in-Charge. |
| 2 | Triangular or square section of 0.15m trench cutting for alignment and demarcation purpose of dug belling 10cm to 15cm as perthe specification including cost, carriage, taxes of all materials, labour, cess and T&P required for the work etc. complete as per direction of the Engineer-in-Charge. |
| 3 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth,gravel & moorum etc. interspread with boulders up to 1/2 cum size with all leads, lifts & delifts includingtrimming of slopes & bed to design section & depositing the excavated materials away from work siteand approved excavated materials in filling sections in layers not exceeding 22.5cm in depth and breaking clods to maximum 5cm to 7cm size including hire & running charges of all machineries, T & P, cess and labour charges etc. complete as per specification &direction of the Engineer-in-Charge. (Measurement will be taken on finishedlevel section only) |
| 4 | Providing and watering earth work up to OMC condition and compaction by sheep foot rollers / vibratory roller and dozers in layers not exceeding 22.5cm to 95% dry density including mobilization, demobilization and hire and running charges of all the machineries, T&P, taxes, cess, labourfor all heights of embankment etc. complete as per specification anddirection of Engineer-in-Charge. (Measurement to be taken on the finished compacted section of the fill under OMC condition) |
| 5 | Fine dressing to line & grade and turfing the slope of the embankment/ canal banks with approved compact dub grass with all leads, lifts and delifts, handling, rehandling, cost of collection and supply including tamping and watering to survival of turf with all labours, materials, transportation, T&P and cess etc. complete as per the specification and as directed by the Engineer-in-Charge. (Measurement will be made on covered area after full growth and servival of turf for a reasonable period). |
| 6 | Filling foundation and plinth with coarse sand well watered and rammed in pannel spaces below lining in bed and slopes and below structures foundations to design level, proper line and grade includingcost, carriage, royalty & taxes of all materials, labours, cess and T&P etc. required with all leads, lifts & delifts to complete in all respect as per drawings, specification and direction of Engineer-in-Charge. |
| 7 | Providing and placing in position Cement Concrete M15 grade with 40mm down graded crushed granite coarse aggregate of approved quality mixed in batching and mixing plant/ concrete mixer, transporting the mixed concrete manually or by mechanical means for laying in proper level and grade on approved surface with cost of all materials, royalties, taxes, labour and hire & running charges of all machineries, T&P and cess etc. including vibrating, finishing, curing, and clearing the site with all leads, lifts and delifts, mobilization and demobilization, site illumination for all materials and dewatering if necessary to complete the work as per approved drawings and specifications and as directed by the Engineer-in-charge. |
| 8 | Providing and placing in position Cement Concrete M15 grade with 20mm down graded crushed granite coarse aggregate of approved quality mixed in batching and mixing plant/ concrete mixer, transporting the mixed concrete manually or by mechanical means for laying in proper level and grade on approved surface with cost of all materials, royalties, taxes, labour and hire & running charges of all machineries, T&P and cess etc.including vibrating, finishing, curing, and clearing the site with all leads, lifts and delifts, mobilization and demobilization, site illumination for all materials and dewatering if necessary to complete the work as per approved drawings and specifications and as directed by the Engineer-in-charge. |
| 9 | Providing and placing in position Cement Concrete M20 grade with 20mm down graded crushed granite coarse aggregate of approved quality mixed in batching and mixing plant/ concrete mixer, transporting the mixed concrete manually or by mechanical means for laying in proper level and grade on approved surface with cost of all materials, royalties, taxes, labour and hire & running charges of all machineries, T&P and cess etc.including vibrating, finishing, curing, and clearing the site with all leads, lifts and delifts, mobilization and demobilization, site illumination for all materials and dewatering if necessary to complete the work as per approved drawings and specifications and as directed by the Engineer-in-charge. |
| 10 | Providing and placing in position Cement Concrete M25 grade with 20mm down graded crushed granite coarse aggregate of approved quality mixed in batching and mixing plant/ concrete mixer, transporting the mixed concrete manually or by mechanical means for laying in proper level and grade on approved surface with cost of all materials, royalties, taxes, labour and hire & running charges of all machineries, T&P and cess etc.including vibrating, finishing, curing, and clearing the site with all leads, lifts and delifts, mobilization and demobilization, site illumination for all materials and dewatering if necessary to complete the work as per approved drawings and specifications and as directed by the Engineer-in-charge. |
| 11 | Providing and placing in position Cement Concrete M30 grade with 20mm down graded crushed granite coarse aggregate of approved quality mixed in batching and mixing plant/ concrete mixer, transporting the mixed concrete manually or by mechanical means for laying in proper level and grade on approved surface with cost of all materials, royalties, taxes, labour and hire & running charges of all machineries, T&P and cess etc.including vibrating, finishing, curing, and clearing the site with all leads, lifts and delifts, mobilization and demobilization, site illumination for all materials and dewatering if necessary to complete the work as per approved drawings and specifications and as directed by the Engineer-in-charge. |
| 12 | Providing and placing in position R.C.C. M25 grade with 20mm down graded crushed granite coarse aggregate of approved quality mixed in batching and mixing plant/ concrete mixer, transporting the mixed concrete manually or by mechanical means for laying in proper level and grade on approved surface with cost of all materials, royalties, taxes, labour and hire & running charges of all machineries, T&P and cess etc.including vibrating, finishing, curing, and clearing the site with all leads, lifts and delifts, mobilization and demobilization, site illumination for all materials and dewatering if necessary to complete the work as per approved drawings and specifications and as directed by the Engineer-in-charge. |
| 13 | Providing and placing in position R.C.C. M30 grade with 20mm down graded crushed granite coarse aggregate of approved quality mixed in batching and mixing plant/ concrete mixer, transporting the mixed concrete manually or by mechanical means for laying in proper level and grade on approved surface with cost of all materials, royalties, taxes, labour and hire & running charges of all machineries, T&P and cess etc.including vibrating, finishing, curing, and clearing the site with all leads, lifts and delifts, mobilization and demobilization, site illumination for all materials and dewatering if necessary to complete the work as per approved drawings and specifications and as directed by the Engineer-in-charge. |
| 14 | Providing, straightening, cutting, bending, binding and tying the grills, laying and placing in position the uncoated HYSD (Fe-415 or 500) grade reinforcement bars including lapping (or welding for higher diameter) of bars where necessary with cost, conveyance, taxes, labour cess of all reinforcement bars, binding wire 18 to 20 gauge, hire and running charges of equipments required for the work with all leads, lifts and delifts, handling & rehandling to complete as per approved drawings and specifications and dewatering where necessary and as directed by the Engineer-in-charge. |
| 15 | Rigid smooth Steel centering and shuttering at all heights of CD & Bridge work for piers,abutments, wing walls, girders,slabs etc, using required nos. of vertical and horizontal supportsof scaffolding with joists, N.G. rails, channels and steel shuttering plates including welding, bolting and cost, conveyance and taxes of allmaterials including cost of conveyance of dismantling and disposing debries clear of work site complete to receive reinforcement grills and concrete as per drawings, specification and direction of Engineer-in-Charge. |
| 16 | Providing and placing Rough stone dry packing in approns and revetments with H.G. broken stone of30 cm & above size filling interstices with small stones & wedges and packing surface to proper line and level with all leads, lifts and delifts, cost, conveyance, royalty, loading and unloading of all materials and labour required including cess etc. complete as perspecification & direction of the Engineer-in-Charge. |
| 17 | Providing and placing Random rubble hard granite stone masonry in sand grouted with hard granite broken stone of 30 cm and above size filling interstices with small stones & wedges and packing surface to proper line and level with all leads, lifts and delifts , cost , conveyance, royalty , loading and unloading of all materials and labour required including cess etc. complete as per direction of the Engineer-in-Charge. |
| 18 | Providing metal spall backing in the rear of weep holes of abutments, wing and return walls and for deep drains with hard crusher broken granite metal with all leads, lifts and delifts to place in proper position including all cost, carriage, royalty, taxes, labour and cess etc. to complete in all respect as per specification and direction of Engineer-in-Charge. |
| 19 | Providing weep holes in plane/ R.C.C.Abutments, wing and return wallswith 100mm dia AC/PVC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face with its all accessories including cost, conveyance, labour, cess and taxes of all materials with all leads, lifts and delifts etc. complete as per approved drawing, specification and as directed by the Engineer-in-charge. |
| 20 | Filling foundation and plinth with excavated suitable materials well watered and rammed including cost, conveyance, labour, cess and taxes of all materials with all leads, lifts and delifts etc. complete as per direction of Engineer-in-Charge. |
| 21 | Providing, fitting and fixing P.V.C. water stop for drainage gallery as per approved design including fixing in proper alignment and joining with araldite etc. including cost of P.V.C. water stop, taxes, cess etc. complete as directed by the Engineer-in-Charge. |
| 22 | Providing and fixing 15cm dia and 1.00m long guard posts of RCC M-25 using 3.5 kg of steel for each guard post with 20mm nominal size crusher broken hard granite chips with cost, carriage cess all materials and labour including cost of all reinforcement and centering and shuttering and watering for curing etc. complete and as per the specification and direction of Engineer-in-Charge. |
| 23 | Providing and fixing cast iron gratings with 100mm dia PVC pipe of required length in bridge slab to facilitate proper drainage of water from deck slab with cost, carriage,cess and taxes of all materials and labour including all leads, lifts& delifts etc. complete and as per the drawing, specification and direction of Engineer-in-Charge. |
| 24 | Providing, fitting and fixing of good and approved quality Bitumenous expansion joint board (I.S.I) in expansion joint of required size withcost of allmaterials, taxes, labour, transportation,cess including all leads, lifts& delifts etc. complete as in specification, approved drawings and as directed by Engineer-in-Charge. |
| 25 | Providing, fitting and fixing of good and approved quality Tar paper in expansion joint of required size withcost of allmaterials,taxes, labour, transportation,cess including all leads, lifts& delifts etc. complete as in specification, approved drawings and as directed by Engineer-in-Charge. |
| 26 | Providing, fitting and fixing in position M.S. Angles of 75 x 75 x 6mm size in expansion joint of deck slab with 6mm thick M.S. Plate and 12mm dia HYSD bars, salitex board etc. including all leads, lifts and delifts labour, cost, conveyance, taxes of all materials, cess and hire & running charges of all equipments required to complete as per approved drawings, specification and as directed by Engineer-in-charge etc. complete. |
| 27 | Providing,contraction/construction joint in cross drainage structures including fixing one line Z-type copper sealing strip of 16SWG (1.63mm thick) and one line of PVC water stop of approved design including 10 mm dia MS rods for supporting in position, fixing 20 mm dia G.I. Pipes for heating and filling with asphalt of approved grade with cost of all materials, labour, transportation and taxes etc. complete including jointing sheets with bredzing/araldite etc. as in specification, approved drawings and as directed by the Engineer-in-charge. |
| 28 | Grouting approns and revetment 23cm deep with cement concrete M-10 with 2.5 cm broken granite metal including cost of all materials, labour, transportation, royality, cessand taxeswith all leads, lifts and delifts etc complete as in specification approved drawings and as directed by Engineer-Charge. |
| 29 | Gravel or moorum backing to revetmentswith all leads, lifts and delifts to place in proper position including all cost, carriage, royalty, taxes, labour and cess etc. to complete in all respect as per specification and direction of Engineer-in-Charge. |
| 30 | Providing two coats of bitumen painting of good and approved quality over theexpansion joint withcost of allmaterials, taxes,labour, transportation,cess etc. complete as in specification, approved drawings and as directed by Engineer-in-Charge. |
| 31 | Loosening, leveling and compacting the original ground supporting embankment/ road, scarified to a depth of 150mm. mixed with water at OMC and then compacted by vibratory roller so as to achieve minimum dry density as given in table 300-2 for embankment construction & Clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)including hire and running charges of all machinaries, T&P, labour, cess and Taxes etc complete in all respect and as per direction of Engineer-in-Charge. |
| 32 | Construction of granular sub-base by providing close graded Granular Sub-base Grading-III material as per table 400-1 spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT & H Specification for Road & Bridge work(4th Revision)including cost of all leads, lifts and delifts, loading and unloading including watering, ramming to required density in OMC with PRR, cost, carriage, royalty, labour, cess and Taxes etc complete in all respect and as per direction of Engineer-in-Charge. |
| 33 | Collecting and Supplying good quality moorum from approved quarry and spreading on both sides of shoulders with all leads, lifts and delifts, loading and unloading including cost, carriage, royalty of all materials, labour, cess, taxes and hire charges of all machineries, watering & compacting to the required density in O.M.C with PRR etc. complete as directed bythe Engineer-in-Charge. |
| 34 | Providing, laying, spreading and compacting stone aggregates of specific sizes(Grading-II) to water bound mecadam (WBM) specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel roller 8-10 tons in stages to poper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggeregate, watering and compacting to the required density as per clause 404 of MoSRT&H specification for road and bridge works (4th revision) including all cost, carriage, royalty, taxes, cess and as directed by the Engineer-in-Charge. |
| 35 | Providing, laying, spreading and compacting stone aggregates of specific sizes(Grading-III) to water bound mecadam (WBM) specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel roller 8-10 tons in stages to poper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggeregate, watering and compacting to the required density as per clause 404 of MoSRT&H specification for road and bridge works (4th revision) including all cost, carriage, royalty, taxes, cess and as directed by the Engineer-in-Charge. |
| 36 | Providing and fixing in position pre-cast R.C.C. M-15 grade (1:2:4), 150cm long Kilometer Stone/ RD pillars @ 500m each of standard design as per IRC: 8 – 1980, for NH/SH etc. including painting and lettering ,cost of all materials, labour, cess and Taxes etc. complete and as directed by the Engineer-in-Charge. |
| 37 | Providing and laying Cohesive Non-Sweling Soil (CNS) in canal bed and slopes in layers not exceeding 100mm, watering upto OMC condition and compacting by vibratory rollers/ plate vibratorsto each layer to required density and finished to proper line and grade manually for laying cement concrete lining with cost, carriage, labour, royalty and taxes of all materials including hire and running charges of all the machineries, T&Prequired for the work and cess etc complete as per approved drawings, specification and direction of Engineer-in-Charge. ( Measurement of fill will be taken on finished compacted sections after deducting the volume of trench cutting for sleeper beams & drains. The rate includes compacting the CNS layer to wider sections andcutting to design sections for laying cement concrete liningas directed). |
| 38 | Providing and spreadinggraded sand of approved quality and specification on compacted surface of longitudinal & transverse drains in filter blanket and horizontal filter zone below canal lining to designed thickness in proper line and grade including cost, carriage, royalty & taxes of all materials, labours, cess and T&P etc. required with all leads, lifts & delifts to complete in all respect as per drawings, specification and direction of Engineer-in-Charge. |
| 39 | Providing and spreading20mm downgraded hard granite crusher broken chips of approved quality satisfying filter criteria on compacted surface of longitudinal & transverse drains in filter blanket and horizontal filter zone below canal lining to designed thickness in proper line and grade including cost, carriage, royalty & taxes of all materials, labours, cess and T&P etc. required with all leads, lifts & delifts to complete in all respect as per drawings, specification and direction of Engineer-in-Charge. |
| 40 | Providing and spreading40 mm to 20mm sizegraded hard granite crusher broken metals of approved quality satisfying filter criteria on compacted surface of longitudinal & transverse drains in filter blanket and horizontal filter zone below canal lining to designed thickness in proper line and grade including cost, carriage, royalty & taxes of all materials, labours, cess and T&P etc. required with all leads, lifts & delifts to complete in all respect as per drawings, specification and direction of Engineer-in-Charge. |
| 41 | Providing and fixing 160mm dia 6 kg/Sqm perforated PVC pipe of required length in longitudinal/traverse drain in proper alignment and joining with araldite to facilitate proper drainage of water includingcost, carriage,cess and taxes of all materials and labour including all leads, lifts& delifts etc. complete and as per the drawing, specification and direction of Engineer-in-Charge. |
| 42 | Providing, fitting and fixing pressure relief valves (PRVs) in position with 750mm long x 90mm dia/430mm long x 90 mm dia as per IS: 4985-1968 with 5mm thick porforated PVC pipes/ stainer (6mm dia perforation) encased in 160mm dia perforated PVC casing of appropriate length in position with Neoprene rubber flap in longitudinal and cross drains and in pockets of canal slopes and bed at specified locations to release hydrostatic pressures and positioning in proper line and grade including cost, carriage & taxes of all materials, labours, cess and T&P etc. required with all leads, lifts & delifts to complete in all respect as per drawings, specification and direction of Engineer-in-Charge. |
| 43 | Providing and laying Cement Concrete of grade M-15 with 20mm.down graded hard granite crusher broken chips, clean & coarse sand and approved cement mixing in batching and mixing plant/ concrete mixer for cast-in-situ cement concrete lining in bed and slopes of canal with sleeper beams and keys etc. in pannels including cost, carriage, royalty, cess and taxes of all materials, with all leads, lifts & delifts and supply of all labours, machineries, T&P & including cutting trenches for sleeper beam, keys and drainage etc. with required form work, centering and shuttering, dewatering if required, compacting & finishing with concrete paver finisher to proper profile and grade, expansion/contraction joints, waterig for curing to required period and supplying and laying polythene film of 100micron, tar paper and filling compounds for joints etc. complete as per approved drawing, specification and direction of the Engineer-in-Charge. |
| 44 | Dewatering of accumulated standing water from Canal including all leads. Lifts & delifts including all cost, conveyance taxes of all materials, machineries, T & P, labour cess etc complete as per direction of Engineer-in-Charge. (Payments will be made as per the actual at site maintaining log book and one time for a particular stretch of canal after approval from competent authority.If delay in completion of work in all respects is made by the agency for particular stretch of canal after dewatering, further payment for dewatering will not be made). |
| 45 | Providing & fixing in position PVC crack inducing joints (PVCNCL/PVCNCT) extracted from virgin pigments plasticized, polyvenyl chloride as per approved drawing for longitudinal and tranverse contraction joints in concrete lining confirming to specification with all leads, lifts, delifts including labour, T&P, cost of all materials,conveyance, taxes and cess etc. complete as per direction of the Engineer-in-Charge. |
| 46 | Longitudinal joint having minimum 460gm/mtr |
| 47 | Transverse joint having minimum 420gm/mtr |
