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| 1 | Clearing shrub jungles uprooting stumps and small bushes and trees below 1 m girth on premeasurement including all cost of labour, T&P, cess etc complete as per direction of the Engineer in charge. |
| 2 | Earth work in excavation in any approved type of soil in approved borrow area free from logs, stumps, roots or any other ingredients likely to deteriorate or effect the stability of bed, bank bymechanical means,loading into & transportation bymechanical means and unloading soil with all leads & lifts on properly prepared & scientifically approved surface free from weeds, roots and shrub jungles ,including, spreading & leveling the earth in 22.5 cm layers to make the fill ready for watering and compaction bysheep foot roller & dozer or any other suitable compaction equipmentsapproved by Engineer-in-charge in flood / canal bank of all heights and including cost of all materials, T&P, with all royalties, cess & taxes of all materials excluding GSTbut including cost ofquality control tests, mobilisation & demobilisation, supplying, operation, maintenance of all machineries, equipments, materials and labour, cess required for the work including supervision charges, cost of cutting and trimming the extra fill in the slopes of the canal/flood embankment to design section, construction, maintenance, wateringand lighting of haul roads, borrow areas 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 excluding compaction charges(Measurement is to be taken on the finished level section & payment will be made after compaction ). |
| 3 | Watering and compacting the earth fill in canal / flood embankments under O.M.C. condition by sheep foot roller and dozer or any other suitable compaction equipments as approved by Engineer-in-Charge, in layers not exceeding 22.5 cm in depth to required design density to achieve 95% proctor density including cost of quality control tests, mobilization and demobilization, supplying, running and maintenance charges of all machineries and equipment, cess, taxes of all materials excluding GST, labour required for the work and inclusive of supervision charges for all heights of embankment with all incidental charges to complete the item of work as per approved designs, drawings, specifications and as per the directions of the Engineer-in-Charge,(Measurements will be taken on compacted finished approved level section). |
| 4 | Earth work in excavation of foundation in all kinds of soil including stoneyearth and gravel mixed with boulders not exceeding 0.014 cum involume, D.I.Rock & slushy soil with all leads, lifts, delifts including dressing and leveling the bed to design section and disposal ofexcavated materials for filling in river bank portionwith 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. |
| 5 | Filling foundation and plinth with sandincluding watering and ramming with all labour, T&P etc complete to the required level including cost, carriage, royalty & cess, , taxes of all materials excluding GST,etc complete as per direction of the Engineer in charg |
| 6 | 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 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 and usingtheminimum quantity of cement about 2.70 Qntl per cum (as per nominal mix)of tested and approved quality free from weathered skin surfaceand any other deleterious materials, uniform colour & texture 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 requiredin completeas per approved drawing , specificationand direction of the Engineer in charge. |
| 7 | 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 20mm 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 and usingtheminimum quantity of cement about 2.80 Qntl per cum (as per nominal mix)of tested and approved quality free from weathered skin surfaceand any other deleterious materials, uniform colour & texture with provision of expansion joints and weep holes as necessary using proper materials at suitable intervals 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 requiredin completeas per approved drawing , specificationand direction of the Engineer in charge. |
| 8 | Reinforced Cement concrete of design mix of M 20 grade having specified characteristic compressive strength of 20 N/mm2in design mix with thequantity of cement as specified in I.S. / I.R.C,. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 / I.R.C. –78 using crusherbroken granitecoarse aggregate 20 mm down graded and proportion as specified in I.S. 456 / I.R.C. 21 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in canal structures as specified in the relevant codes of approved quantity obtained from approved quarry and usingthequantity of cement about 3.47Qntl per cum (as per nominal mix)of tested and approved quality with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means and providing grooves or beads wherevernecessary including cost, carriage of water, curing , T&P 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 requiredin completeas per approved drawing , specificationand direction of the Engineer in charge. |
| 9 | 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 directed by the Engineer in chargeas p[er the approved drawing, design & specification. |
| 10 | Providing reinforcement including cost of steel, overlaps of reinforcement, Labour charges for cutting, bending, lapping, welding etc of HYSD bars confirming to respective IS codes and specifications of tested and approved quality and jointing if necessary by lapping and tying the grills and placing in position in ties, chairs and spaces as required for fabrication and fixing of reinforcement for RCC works as per the approved design with all leads and lifts from bending yard to placement spot including cost and conveyance of steel bars of SAIL / TATA make and binding wire of 18 to 20 gauges etc complete. (Weight of binding wire has not been considered for payment, standard co-efficient of different sizes of the steel shall be considered and welding and lapping shall confirming to relevant clauses of I.S. code) including cost of all labours, cess, T&P and supervision charges, taxes of all materials and excluding GST etc complete as per design, drawing and direction of the Engineer-In-charge. |
| 11 | Dumping hard blasted granite stones for rock toe/ launching appron and packing the same to design thickness and the slopesusing 30 cm and above size hard granite broken stones of approved quality and from approved quarry free from weatheredskin and other deleterious materials including filling the interstices with small stones including wedges and packing surface to proper line and levels by manually or mechanically including fixing wave breakers, dewatering if any, complete with all leads, lifts, delfits, T&P , all labour, cost, conveyance, royalty, cess & taxes of all materials excluding GST etccomplete as per direction of the Engineer in charge (Measurement will be taken on finished level section ) only. |
| 12 | Rough stone dry packing in aprons and revetments to designed thickness and slope using 15 cm to 30 cm sizehard 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 all cost, labour, conveyance and all leads and lifts, royalties, cess, T&P, taxes of all materials excluding GST etc complete in all respect as per drawing,specification and direction of the Engineer- in- charge. |
| 13 | Filling foundation and plinth with excavated materials including watering and ramming with all labour, T&P etc complete to the required level including cost, carriage & cess of all materials etc complete as per direction of the Engineer in charge. |
| 14 | Providing singleunder reamed piles foundation of 375mm dia and 6 M long driven to design depth from ground level made of cement concrete M20 using 12 mm size crusher broken chips and 6 mm dia distribution bars @ 300 mm C/C including drilling with bentonite slurry, ( excluding cost of reinforcement) 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 requiredin completeas per approved drawing , specificationand direction of the Engineer in charge. |
| 15 | Laying and fixing in positionof 1200 mm dia RCC pipe of 2.5m longspun pipes NP3 class conforming to ISI standard with collar joints filled in cement mortar (1:3) with necessary twisted and coal tarred hempyarn including caulking and finishing the same, as per approved drawing including all cost, conveyance ,royalty, cess and all other taxes of all materials required for the work excluding cost & conveyance of spun pipe including all labour charges for loading, unloading, curingand laying in position, T&P with all leads, lifts and delifts of all materials dewatering if any including making the coffer dam if requiredas per the specification and direction of Engineer-in-Charge. |
| 16 | Collecting, conveying , supplying good quality moorum of approved quality from approved quarry and stacking at approved stack yard for pre measurement in regular box heaps of 1.5m x 1.5mx0.50m to be measured as one cum and conveying from stacks and spreading the same in sub base in layers not exceeding 22.5cmdepth and consolidation with PRR to required densityin OMC conditionincluding cost, conveyance, royalties, cessand taxes of all materials excluding GST, with all leads, lifts, delifts and labour and T&P, hire charges of PRR and other machineriesrequired for the work, etc complete in all respect as per specification and direction of the Engineer in charge. (Measurement will be taken on finished level section). |
| 17 | Fine dressing of earth work in slopes including filling of rain cuts and slips with selected earth duly compacted and trimmed to the required profile and turfing the surface with bestcompacted dub grass sods 8cm to 10cm thickincluding collection & supplying the sameand conveyance charges, royalty, Cess and taxes of all materials excluding GST with all leads,lifts and delfts by mechanical meansincluding laying and trimming to form a level and compact surface in line with the slopes and grade of the canal sectionor earth embankment section of river including watering until the green growth of grass including mobilization and demobilization etc complete as per design, drawing and specification and direction of the Engineer-in-Charge. (Measurement will be taken after full survival of turf). |
| 18 | Randum rubble stone masonrywith sand grouted using hard granite stone of size 30 cm and above size of approved quality from approved quarryfree from weathered skinsurface and other deleterious materials including filling the interstices with quarried broken spallsand wedgingwith hammer and placing the surface to proper line and levels, fixing key stones including well rammed , cost , conveyance, royalty and taxes of all materials excluding GST, to the site of work, all leads, lifts , delifts, labour , T&Pand supervision charges complete as per direction of the Engineer in charge. |
| 19 | Providing rigidand smooth centering and shuttering for concrete works including false work, dismantling and finishing them after casting with all labour, materials, supervision charges, conveyance and T&P, cess & taxes of all materials excluding GST, etc complete as directed by the Engineer in charge & as per the approved drawing , design and specification. |
