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| 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 & P etc. and as per the direction of the Engineer-in-Charge |
| 2 | Dismantling brick or stone masonry in lime or stone mortar under 3 mt. height including stacking the useful materials for reuse and removing the debries within 50mt. Initial lead etc. complete and as per the direction of the Engineer-in-Charge |
| 3 | Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debries within 50mt initial lead etc complete and as per the direction of the Engineer-in-Charge |
| 4 | Removing old lime or cement plaster from walls including racking out joints 12mm deep and removing the debris within 50m lead etc. Complete and as per the direction of the Engineer-in-Charge |
| 5 | 20mm thick cement plater (1:4) including cost, conveyance and royalty of all materials including curing etc. Complete and as per the direction of the Engineer-in-Charge |
| 6 | Earth work in excavation of foundation in hard soil within 50mt initial lead and initial lift 1.50mt inicluding rough dressing and breaking clods to max5cm to 7cm and laying in layers not exceeding 0.30mt in depth etc complete and as per the direction of the Engineer-in-Charge. |
| 7 | Filling foundation and plinth with sand of approved quality free from any objectionable material well watered and 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 |
| 8 | Cement concrete of design mix of M10 grade having specified characteristic compressive strength of 10N/mm2 in design mix with minimum quantity 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. – 516 using crusher broken hard granite coarse aggregate 40mm down graded and proportion as specified in I.S. 456 code 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 using the minimum quantity of cement about 2.07 Qntl per cum (as per nominal mix)of tested and approved quality free from weathered skin surface and 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 wherever necessary 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 required in complete as per approved drawing , specification and direction of the Engineer in charge |
| 9 | Reinforced Cement concrete of design mix of M20 grade having specified characteristic compressive strength of 20N/mm2 in design mix with minimum quantity 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. – 516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code 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 using the minimum quantity of cement about 3.47 Qntl per cum (as per nominal mix)of tested and approved quality free from weathered skin surface and 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 wherever necessary 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 required in complete as per approved drawing , specification and direction of the Engineer in charge |
| 10 | Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling then after 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 |
| 11 | 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 including cess etc complete as per design, drawing and direction of the Engineer-In-charge |
| 12 | Filling in foundation and plinth with excavated materials including well watered and rammed etc. with all labour 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) |
| 13 | Earth work in hard soil or gravelly soil with one extra lead over the initial lead of 50M and 1.50M initial lift including rough dressing and breaking of clods to maximum 5cm to 7cm in size and laying in layers not exceeding 0.30M in depth etc. Complete and as per the direction of the Engineer-in-Charge |
| 14 | Removing old revetment and approns and repacking with old stones excluding cost, carriage and royalty etc. Complete and as per the direction of the Engineer-in-Charge |
| 15 | Providing weep holes in Brick masonry/RCC/Plain walls with 90mm dia PVC pipe extending through the full width of the structure with slope of IV: 2011 towards drawing face complete as per drawing & technical etc. complete in all respect and as per the direction of the Engineer-in-Charge |
| 16 | Providing bitumiminous expansion joint with 12mm thick Salitex board including all cost of material, labour etc. complete and as per the direction of the Engineer-in-Charge Please Enable Macros to View BoQ information |
