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| 1 | Clearng Jungle including uprooting of rank vageiations grass, bush, wood trees and saplings of grith upto 30 cm measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 m. out side the periphery of area cleared. As per DAR No. 2.31 |
| 2 | Construction of subgrade with Material obtained from borrow pits of Lokal earth Construction of Embankment with approved Material obtained from abaiable land and permitted and approved by E/I and as per technical specification clause 301.3.4.1 with all Lift and Lead,spreading,Grading to required slope and copacting to meet requirment of tables 300 .1 aad 300.2 as per tech classification 301.5 2 Km Cortage from site. |
| 3 | Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to requierd lines, curves, grads and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements.as per mode 301.5(3.4) |
| 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401 |
| 5 | Providing,Leying,Spreding and compacting Stone Aggregates of Specific sizes(22.4,53) to Water Bound Macadam Specification i/c Spreding in Uniform thickness,Hand Packing, Rolling with Three Wheel 80-100 KN Static Roller in stages to Proper Grade and camber Applying and Brooming Stone Screening to Fill up the intersticks of Coarse aggregate, Watering and Compacting to the Required Density Grade-3. as per technical specification clouse 405 |
| 6 | Construction of Un-Reinforce and expansion Joint Construction Joints Only P.C.C. Pavement Thickness As Per Design Over a Prepared Sub-Base with 43 Grade Cement or Any Other type as Clause 1501.2.2 M-30 Grade Coarse and Fine Aggregate Confirming to is 383 Maximum Size of Coarse Aggregate not exeding 25 mm mix in a Concrete Mixer of not Less than 0.20 Cum Capacity and Approriate weigh batcher Using Approved mix design Laid in Approved Fixed Side Formwork and Fixing of 125 Micron polythene Film i/c the Levelling the Formwork As Per Drawing Spreading the Concrete with Shovel, Rakes, Compacting Using Needle,Screedand,Plate Vibraters and Finished in Continious operation i/c Provision of Contraction and Expansion Joints applying Primer and Curing Compound and Water Finishing to Lines and Grade Asper Drawing and Technical Specification Clause 1501. |
| 7 | Supply and Fixing of Sign Board at site. As Per N.S. |
| 8 | RCC Box Culvert |
| 9 | Earth Work in Excavation by mechanical means (Hydraulic excavator) manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm. On plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by E/I all kinds of soil. As per DAR coad No. 2.8.1 |
| 10 | Providing and Laying in position Cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level: 1:3:6 (1 cement : 3 coarse sand (Zone -III) :6 graded stone Aggregate 40 mm nominal size Derived from natural sources) As per DAR coad No. 4.1.6 |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in cement Mortar 1:4 ( 1 Cement : 4 Coarse sand) As per DAR coad No. 6.1.1 |
| 12 | Brick Masonry work in 1:3 Cement Mortar in Foundation Complete excluding Pointing and Plastering As Per Drawing and technical Specification Clause 602, 603, 604, 1202 & 1204 . |
| 13 | Providing and Laying Filter Media with granular curshed aggregates as oer Specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment,wing wall, retrurn wall to the full height, compacted to film condition complete as per drawing and technical specification clause 1204.3.8 |
| 14 | Providing and Laying in position specified grade of reinforced cement concrete 1: 2 : 4 ( 1 Cement : 2 Coarse sand : 4 graded stone ballast 25 mm nominal size derived from natural sourcees ) excluding the cost of finishing and reinforcement allwork up to plith level DAR. Sl. No. 4.1.3 |
| 15 | Reinforced cement concrete 1: 1.5 :3 ( 1 Cement : 1.5 Coarse sand : 4 graded stone ballast 20 mm nominal size derived from natural sourcees ) work in walls (any thickness) ,i/c attached pillasters,buttresses ,plinth and string course ,fillets coulumns ,pillars,piers ,abutments,post ,posts and strut et cabobe plinth level up to five lvl floors five level, excluding cost of finnishing and reinforcemen . as DAR. Sl. No. 5.2.2 |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SOR s.I. No.- 504 |
| 17 | Providing and Laying Plain Cement Concrete 1: 2 : 4 ( 1 Cement : 2 Coarse sand : 4 graded stone ballast 20 mm nominal size ) in substructure including supply of all materials, labour and T & P etc. required for proper completion of the work. and curing complete also including cost of form work in subtructure CC GRADE M-20 As per DAR S.I. No. 4.1.3 |
| 18 | Providing Weep holes in brick masonary / Stone Masonary, Plain / Reinforced Concrete abutment, wing wall, Return wall with 110 mm PVC pipe extending through the full width of the structures with slope of 1 ( V) : 20 (H) towards Drawing face complete As per drawing And tachnical Specification Clauses 614,709,1204.3.7 |
| 19 | Providing and Laying boulder Apron for bed Protection with Stone Boulder of Minimum size and weight as per Table 1300.1 No fragment weighing less than 25 Kg. laid dry complete as per drawing and technical Specification Clause 1301. As Per SI No. 14.1 MORD 1301 |
| 20 | Providing and Laying Boulder pitching on slopes laid over prepared filter media as per drawing and technical specification clause 1302 |
| 21 | Providing and Laying Filter Material Underneath pitching in slopes complete as per drawing and technical specification clause 1302 |
| 22 | Backfilling behind abutment, Wing wall and and return wall complete as per drawing and technical specification clause 1204.3.8 |
| 23 | Pointing with Cement and Coarse sand Mortar 1:3 on Brick work as per drawimg and Technical Specification Clause 613.3 as per DAR code No. 13.31.1 |
| 24 | Construction of subgrade with Material obtained from borrow pits of Lokal earth Construction of Embankment with approved Material obtained from abaiable land and permitted and approved by E/I and as per technical specification clause 301.3.4.1 with all Lift and Lead,spreading,Grading to required slope and copacting to meet requirment of tables 300 .1 aad 300.2 as per tech classification 301.5 2 Km Cortage from site. |
| 25 | Dismantling of existing Structures Like Culverts, Retaining walls and Other Structures Comprising of Brick Masonry including Disposal of unserviceable Material and stacking the Serviceable Material With all Lift and Lead of 1000 Mtr as per Technical Specification Clause 202(2.5 b) |
| 26 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolling the same with three wheeled road Roller 80-100 KN as per technical specification Clause No.412(4.18) |
| 27 | Plastering with Cement Mortar 1:4 (1 Cement : 4 Coarse sand ) 12 mm thick on brick work in Substruture as per technical Specification as per DAR code No. 13.4.1. |
| 28 | Painting two coats including prime coat with epoxy paint of approved brand on concrete / steel surfaces after through cleaning of surface to give an even shade as per drawing and technical specification Clause 1701 As per DSR.SI No. 13.52.2 (235.15x 0.735 = 172.84) |
| 29 | Boring holes to be used for Dewatering. |
| 30 | Dewatering.l.s |
| 31 | Retaing Wall |
| 32 | Earth Work in Excavation by mechanical means (Hydraulic excavator) manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm. On plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by E/I all kinds of soil. As per DAR No. 2.8.1 |
| 33 | Providing and Laying in position Cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level: 1:3:6 (1 cement : 3 coarse sand (Zone -III) :6 graded stone Aggregate 40 mm nominal size Derived from natural sources) As per DAR No. 4.1.6 |
| 34 | Providing and Laying in position specified grade of reinforced cement concrete 1: 2 : 4 ( 1 Cement : 2 Coarse sand : 4 graded stone ballast 20 mm nominal size derived from natural sourcees ) excluding the cost of finishing and reinforcement all work up to plith level As per DAR No. 4.1.3 |
| 35 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SOR S.I. No.- 504 |
| 36 | Providing Weep holes in brick masonary / Stone Masonary, Plain / Reinforced Concrete abutment, wing wall, Return wall with 110 mm PVC pipe extending through the full width of the structures with slope of 1 ( V) : 20 (H) towards Drawing face complete As per drawing And tachnical Specification Clauses 614,709,1204.3.7 |
| 37 | Backfilling behind abutment, Wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 |
| 38 | Dewatering. Please Enable Macros to View BoQ information |
