|
| 1 | Clearing shrub jungles,uprooting stumps and small bushes and trees below 1.00m girth on pre measurement etc. Complete in all respects with all labour charges, T & Petc. and as per the direction of the Engineer-in-Charge. |
| 2 | 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 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, T&P 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. |
| 3 | Filling foundation and plinth with sand of approved quality free from any objectionable material well wateredand rammed including all cost, conveyance, royalty, cess and taxes of materials, excluding GST, but including labour charges etc .Complete with all leads, lifts, delifts etc as per specification and direction of the Engineer in charge. |
| 4 | Cement concrete of design mix of M10 grade having specified characteristic compressive strength of 10N/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 2.07 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. |
| 5 | Rigid and smooth centering and shuttering for R.C.C./P.C.C works including false works and dismantling thenafter specified date of casting and disposal of debries, clearing of work site including cost , conveyance, taxes, royalty of all materials with all labour, T&P required for the work etc. Complete in all respects as directed by the Engineer-in-Charge. |
| 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 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 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 | Reinforced Cement concrete of design mix of M20 grade having specified characteristic compressive strength of 20N/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 3.47 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. |
| 8 | Labour charges for straightening, coiled or bend up M.S. or HYSD bars confirming to grade fe-250 or fe-415 of tested and approved quality, cutting, bending, lapping, slitting , welding etc and confirming I.S. Specification 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 all cost and conveyance of M.S. or tor-steel bars of SAIL / TATA / approved 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, T&P and supervision charges, taxes of all materials excluding GST but includingcessetc complete as per design, drawing and direction of the Engineer-In-charge. |
| 9 | Providing weep holes in plain / reinforcedconcrete walls, abutment , wing wall/ return wall, retaining wall etc.having 8cmx 23 cm size including metal spall backing in rearextending 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 with cost, carriage, royalties , labour, supervision charges, cess, taxes of all materials excluding GSTetccomplete as per direction of the Engineer-in-charge. |
| 10 | Filling in foundation and plinth with excavated materials including well watered and rammed etc. with alllabour charges ,T & P charges etc. Complete in all respect as directed by the Engineer-in-Charge. (Measurement shall be made on level section as per approved design). |
