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| 1 | Dismantling PCC M-15 and M-20 grade work including T & P and scafolding where ever necessary including stacking the useful materials for reuse and removing the debris within all lifts and leads of 1000mtrs |
| 2 | Earth work in cutting in hard soil within the initial lead and lift including rough dressing and breaking the clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 Mtr. In depth etc. complete as per direction of the Engineer-in-charge. |
| 3 | Providing andlaying mannually with sand in regular layers not exceeding 150mm thick including all labour materials T&P royalty etc. |
| 4 | Cement concrete of M-15 grade with 40mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying etc complete. |
| 5 | Cement concrete of M-15 grade with 40mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying etc complete. Above WING |
| 6 | R.C.C. work of M-25 using 20mm and down graded chips including cost of all materials labour T&P etc complete. Below bed level in foundation RAFT |
| 7 | R.C.C. work of M-25 using 20mm and down graded chips including cost of all materials labour T&P etc complete.DECK SLAB |
| 8 | R.C.C. work of M-25 using 20mm and down graded chips including cost of all materials labour T&P etc complete.RIB GUARD POST HUNCH |
| 9 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications direction of Engineer in charge. |
| 10 | Proving R.C.C M-30 Casting in Wearing Coat including cost canveyance rayality & taxes of all materials cost of all labour T&P etc, complete. |
| 11 | Providing M.S reinforcement for R.C.C work including cutting, bending, binding, tying the grills and placing in position including cost of steel etc. with all labour, materials, T&P, taxes and CESS etc. complete as per specification and direction of the E |
| 12 | Providing weep holes in brick masonry/ plain/reinforced concrete abuttments, wing walls/return walls with 100mm dia A.C pipe etc. with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in- |
| 13 | Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with 40mm metal providing over the entire surface behind abutment, wing wall, return wall etc. with all labour, materials, T&P, roy |
| 14 | Providing rough stone dry packing in approns and revetments with 15 to 30cm hard granaite stone including cost conveyance of all materials to site etc. with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and directi |
| 15 | Supplying and fixing 15cm dia 1.00m long Guard Post of R.C.C.(1:2:4) using 3.50kg of steel for each Guard Post with 12mm size black hard grinite stone chips mterials centering ,shuttering and watering carrying etac. Complete. |
| 16 | Construction of Subgrade and Earthen Shoulders with approaved materials obtained from borrow pits with all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.2. |
| 17 | Construction of granular Sub base by providing close grade granular sub-base grading-III material Crusher Dust as per table-100-1. spreading in uniform layers with motor grader om prepared surface,mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MOSRT&H specifications for road and Bridges work. |
| 18 | providing,Laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with three wheeled steel roller 8-10 tonnes in stages to proper grade and chamber,applying and brooming requisite type of screening/binding materials to fill up the intersices of coarse aggregate,watering and compacting to the required density as per clause 404 of MoSRT&H specifications for road and bridge works.(With Stone Screenings) |
| 19 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 20 | Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. |
| 21 | Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification. |
| 22 | Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification. |
| 23 | Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete. Please Enable Macros to View BoQ information |
