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| 1 | Dismantling brick work or stone work in lime or cement mortar and including stacking of material as directed by the Engineer in charge within a distance of 60 m (200 ft.) (Excluding G.S.T.) |
| 2 | Dismantling reinforced cement concrete or reinforced brick work including stacking of material as directed by the Engineer in charge within a distance of 60 m(200 ft.) (Excluding G.S.T.) |
| 3 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (Excluding G.S.T.) |
| 4 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size using batching plant & manual placing in foundation and compacted by vibration including curing for 14 days. (Excluding G.S.T.) |
| 5 | RCC Grade M-30 Reinforced Cement Concrete using batching plant, transit mixer & Concrete pump complete as per Drawing and Technical Specifications (Excluding G.S.T.) |
| 6 | RCC Grade M-35 Reinforced Cement Concrete using batching plant, transit mixer & Concrete pump complete as per Drawing and Technical Specifications (Excluding G.S.T.) |
| 7 | Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (Excluding G.S.T.) |
| 8 | Providing and laying 100 mm Dia PVC pipe to provide weep holes including supply of all material, labour T&P etc. for proper completion of work. (Excluding G.S.T.) |
| 9 | Back Filling Behind Abutment , Wing Wall and Return Wall complete as per drawing and Specification (Excluding G.S.T.) |
| 10 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302 (Excluding G.S.T.) |
| 11 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification MoRTH Specification 2503 S.No. 15.1 (Excluding G.S.T.) |
| 12 | Earth work in embankment with ordinary soil (loam, Clay, Sand) excavation should be in the form of regular pits not exceeding 50 Cm in depth and earthwork on embankment to be in 20 Cm thick layers including the ramming and dressing the surface to require levels and slopes and also including 1.5m lift and 30m lead. the earh in cutting to be used in making embankment oe to be disposits as spoil bank within 30m distance as directed by E/I. (Excluding G.S.T.) |
| 13 | Providing and laying grade -1 granular sub-base with well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. (Excluding G.S.T.) |
| 14 | Providing and laying spreading and compacting stone aggregates of specific sizes 45-63 mm to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading -2 as per technical specification clause 405 (Excluding G.S.T.) |
| 15 | Providing and laying spreading and compacting stone aggregates of specific sizes 22.4-53 mm to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per technical specification clause 405 (Excluding G.S.T.) |
| 16 | Brick edging on both sides of the road of first class bricks 8 cm (3'') wide and 12 cm. ( 4.5\\") deep laid with mud mortar including labour & supply of bricks finish to the required template and in proper alignment and also including dressing ramming the excavated earth as directed by Engineer-in-charge. (Excluding G.S.T.) |
| 17 | Providing and applying Primer coat with bitumen emulsion on prepared (SS-2) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means. As per technical specification clause 502 (Excluding G.S.T.) |
| 18 | Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous granular surface cleaned with mechanical broom. (Excluding G.S.T.) |
| 19 | Providing, laying and rolling of open-grade premix carpet of 20 mm thickness composed of 13.2mm & 11.2mm using VG-10 bituminous binder @ 1.46 kg/Sqm. H.P.C./I.O.C. make complying with IRC:SP 53 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C including cost of all materials, labour, T&P etc. required for proper completion as per Technical Specification Clause 508 of MORD specification. (Excluding G.S.T.) |
| 20 | Providing and applying seal coat type \\"C\\" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510 (Excluding G.S.T.) |
| 21 | Earth work in Patri or embankment in ordinary soil loam, clay or sand in patries on both side of road including ramming dressing required to proper completion of work including all labour T&P etc all complete. (Excluding G.S.T.) |
| 22 | Providing and laying of 1200 mm dia Hume Pipe (Excluding G.S.T.) Please Enable Macros to View BoQ information |
