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| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with (Excluding G.S.T.) |
| 2 | Plain cement concrete M-15 in open foundation complete as per Drawing and Technical Specification.(Excluding G.S.T.) |
| 3 | Reinforced Cement Concrete M-30 in Open Foundation complete as per Drawing and Technical Specifications.(Excluding G.S.T.) |
| 4 | Reinforced Cement Concrete M-30 in super structure for wall and slab etc complete as per Drawing and Technical Specifications.(Excluding G.S.T.) |
| 5 | Reinforced Cement Concrete M-35 in super structure for wall and slab etc complete as per Drawing and Technical Specifications. ( wearing coat M-35) (Excluding G.S.T.) |
| 6 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications (Excluding G.S.T.) |
| 7 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302 (MORTH Specification2504) (Excluding G.S.T.) |
| 8 | 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.) |
| 9 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(Excluding G.S.T.) |
| 10 | 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.) |
| 11 | 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.) |
| 12 | 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.) |
| 13 | 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.) |
| 14 | Providing and applying Primer coat with bitumen emulsion on prepared (SS-1) 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.) |
| 15 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous granular surface cleaned with mechanical broom. (Excluding G.S.T.) |
| 16 | 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.) |
| 17 | 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.) |
| 18 | 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. as per S.I. NO. 253 (Excluding G.S.T.) |
| 19 | Brick masonry work in 1:3 in sub-structure/Super Structure complete excluding pointing and plastering, as per drawing and Technical Specifications 1300 & 2200 S.No. 13.01 (Excluding G.S.T.) |
| 20 | Providing, Laying & fixing of 900 mm dia Hume pipe NP-3 type. As per S.I.No. 458 -2003 Sr. No. 9 (Excluding G.S.T.) |
| 21 | pointing with cement mortar (1:3) on brick work in sub structure as per technical specification 1300 & 2200 S.No. 13.02 (Excluding G.S.T.) Please Enable Macros to View BoQ information |
