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| 1 | Clearing and grubbing proposed enbankment land including uprooting rank vegetation, grass, bushes, shurbes, saplings and trees girth up to 300mm, removal of stumps of trees cut earlire and disposal of unserviceable materials to be used or auctionedwith all leads, lifts & delifts on premeasurement including all cost of labour, T&P, cess etc complete excluding GST as per direction of the Engineer in charge. |
| 2 | Earth work in excavationin hard soil with all leads, lifts, delifts including dressing and leveling the bed to design section and depositing the excavated materials away from working area in spoil banks with all leads, lifts and delifts including dewatering,shoring, shuttering and propping of bullah piles and construction of coffer dam if required, bailing out water with all cost, conveyance, labour and cess and , taxes of all materials excluding GST, etc. Complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.(Measurement is to be taken on the finished level section) |
| 3 | Excavation of anyapproved type of soil from approved borrow area by mechanical meansfree from logs, stumps, roots or any other ingredients likely to deteriorate or effect the stability of bed, bank with all leads on properly prepared & scientifically approved surface free from weeds, roots and shrub jungles, spreading & leveling the earth in 22.5 cm layers to make the fill ready for watering in canal / flood bank of all heights including cost of all materials, royalty, T&P, cost of quality control tests, mobilisation & demobilisation, supplying, operation, maintenance of all machineries, equipments, materials and labour, cess, taxes of all materials excluding GST required for the work, including supervision charges, cost of cutting and trimming the extra fill in the slopes of the Dam &Dykesto design section, construction, maintenance, wateringand lighting of haul roads, borrowareas and cost of related diversion arrangement for diversion of flow during working seasons and removal and disposal of the same after completion of the work etc. complete as per approved design, drawing, and specification and direction of the Engineer-in-charge (Measurement is to be taken on the finished level section) |
| 4 | Watering earthwork upto OMC condition and compaction by sheepfoot rollers and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all the machineries complete as per direction of Engineer-in-charge. (measurement to be taken on the finished compacted section of the fill under OMC condition.Complete in all respects with all labour, T&P,CESS etc andas per approved design, drawing, and specification and direction of the Engineer-in-charge (Measurement is to be taken on the finished level section) |
| 5 | Supplying,Providing,mixing and spreadinggood quality laterite moorum and sand admixture (in 70:30 ratio for CNS layer ) of approved quality from approved quarry including collecting and laying in sub-base layers not exceeding 100mm thickness at work site ,watering,ramming and rolling with PRRwith cost, Conveyance, Taxes, Royalty of moorum and sand , all labour charges, T&P charges,hire and running charges of PRR etc. excluding GST. Complete in all respects with with allcost, conveyance, taxes, royality,alllabour, T&P and cess excluding GST etc.and as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes 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 as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision)..Complete in all respects with cost ,conveyance,taxes of all materials, all labour, T&P,CESS etc andas per approved design, drawing, and specification and direction of the Engineer-in-charge. Grade -I metal (Measurement is to be taken on the finished level section) |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes 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 as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision)..Complete in all respects with cost ,conveyance,taxes of all materials, all labour, T&P,CESS etc andas per approved design, drawing, and specification and direction of the Engineer-in-charge. Grade -III metal (Measurement is to be taken on the finished level section) |
| 8 | Supplying,Providing, spreadinggood quality laterite moorum of approved quality from approved quarry including collecting at work site ,watering,ramming and rolling with HRRwith cost, Conveyance, Taxes, Royalty of moorum ,all labour charges, T&P charges,hire and running charges of HRR etc. excluding GST. Complete in all respects with with allcost, conveyance, taxes, royality,alllabour, T&P and cess excluding GST etc.and as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 9 | Earth work in excavation of foundation in hard soil with all leads, lifts, delifts including dressing and leveling the bed to design section and depositing the excavated materials away from working area in spoil banks with all leads, lifts and delifts including dewatering,shoring, shuttering and propping of bullah piles and construction of coffer dam if required, bailing out water with all cost, conveyance, labour and cess and , taxes of all materials excluding GST, etc. complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 10 | Filling and spreading of sand in foundation and plinth with good quality of sand of approved quality free from any objectionablematerials with al leads, lifts and delifts etc including well watered and rammed as per drawing & design by manual / mechanical means with cost, conveyance, royalty, cess, alltaxes of all materials, labour, t&P, excluding GST,etc complete as per specification and direction of the Engineer in charge. |
| 11 | Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2in design mix with minimumquantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516using crusherbroken hard granitecoarse aggregate 40mm and down graded and proportion as specified in I.S. 456code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surfaceand any other deleterious materials, uniform colour & texturewith mixingin concrete ixtureand placing in position for structures etc. with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherevernecessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal requiredetc completeas per the approved drawing, design, specification and direction of the Engineer-in-Charge.Complete in all respects with with allcost, conveyance, taxes, royality,alllabour, T&P and cess excluding GST etc.and as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 12 | Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2in design mix with minimumquantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516using crusherbroken hard granitecoarse aggregate 20 mm and down graded and proportion as specified in I.S. 456code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surfaceand any other deleterious materials, uniform colour & texturewith mixingin concrete ixtureand placing in position for structures etc. with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherevernecessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal requiredetc completeas per the approved drawing, design, specification and direction of the Engineer-in-Charge.Complete in all respects with with allcost, conveyance, taxes, royality,alllabour, T&P and cess excluding GST etc.and as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 13 | Providing formwork for concrete withF1 finish for both face of c.c.wall, guard wall & structures etc, exposed & unexposed surface of foundation, block joints etc with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour, materials, supervision charges, conveyance and T&P, cess & taxes of all materials excluding GST, etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 14 | Rigid and smooth centering and shuttering for R.C.C./C.C works including false works and dismantling thenafter casting including cost , conveyance, taxes, royalty of all materials with all labour, T&P required for the work etc. excluding GST.Complete with superervision charges, as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 15 | Providing weep holes in plain / reinforcedconcrete walls, abutment , wing wall / return wall / toe wall / retaining wall etcwith 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V: 20 H towards drawing face completeas per approved drawingand technical specification including removal of clogged materials for weep holes and providing adequate filter materials at the face of the A.C. pipes with cost, carriage, royalties , cess, taxes of all materials,T&P , labour and supervision charges etc completeas per direction of the Engineer-in-charge & as per approved drawing, design and specification. |
| 16 | Supply and fixing bituminous expansion joint board of 12 mm thick of ISI standard in lining joints including bredzing/ araldite with cost, conveyance, royalty & taxes etc of all materials excluding GST, all labour, supervisioncharges , T&P,cess etc complete as directedby the Engineer in charge. |
| 17 | Filling foundation and plinth with good quality of excavated earth available from foundation excavation with well watered and rammed including all cost, conveyance, cess and taxes of materials excluding GST, labour charges and T&P etc complete with all leads, lifts, delifts etc as per specification and direction of the Engineer in charge. |
| 18 | Rough stone dry packing in aprons and revetments to designed thickness and slope using15cm to 30cm size hard broken granite stone of approved quality from approved quarry free from weathered skin and any other deleterious materials including filling the interstices with small stones, spalls etc and wedging with hammer and placing the surface to proper line and level, fixing key stones including dewatering, if any with cost, conveyance and all leads and lifts, royalties, cess, taxes of all materials excluding GST but includinglabour, T & P etc. Complete in all respect as per drawing,design, specification and direction of the Engineer- in- charge. |
