| 1 | 1 | Excavation in hilly area in all heights and depths and in all kind of soil by manual/mechanical means including saturated soil comprising of ordinary soil, soft rock, hard rock, chiseling, wedging out of rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required lines, grades, cutting and trimming of side slopes and level as shown in the drawing and as directed by engineer-in-charge at site according to the MORD technical specification clause 302, 1603.1 and 1603.2 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of road and transportation of un-useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material to required width of the road or on approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its leveling, fine dressing and carriage of machineries, materials, tools, equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour if required. Recovery of stone to the tune of 126.80 cubic metres quantity at the rate of 300/- per cubic metre shall be effected from the contractor's running bills on pro-rata basis as per actual quantity executed. Any loss to the public, private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be compensated by him in all cases. | | 2536.05 | Per cubic metre |
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| 2 | 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm (Ten square metre on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m all kind of soil complete as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals. | | 37.76 | Per cubic metre |
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| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level with 1:3:6 (One Cement : Three coarse sand: Six graded stone aggregate 40 mm (Forty millimetres) nominal size)complete as directed by the Engineer-Incharge, including entire carriage of materials within all leads lifts and other incidentals.\n | | 5.87 | Per cubic metre |
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| 4 | 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level with 1:2:4 (One Cement : Two coarse sand : Four graded stone aggregate 40 mm (Forty millimetres) nominal size)complete as directed by the Engineer-Incharge, including entire carriage of materials within all leads lifts and other incidentals.\n | | 67.61 | Per cubic metre |
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| 5 | 5 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia 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 technical specifications clauses 614, 709, 1204.3.7 including entire carriage of materials within all leads and lifts and other incidentals. | | 258 | Each |
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| 6 | 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing metre 1:1½:3 (One cement : One and half coarse sand : Three graded stone aggregate 20 mm (Twenty millimetres) nominal size).within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- Incharge. | | 2.41 | Per cubic metre |
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| 7 | 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hot rolled deformed bars complete as directed by the Engineer–in-Charge including carriage of materials within all leads, lifts and other incidentals. | | 697.9 | Per kilo gram |
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| 8 | 8 | Providing and laying in position machine batched and machine mixed design mix M-25 (M-Twenty five) grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability All works above plinth level upto all floor level as per direction of Engineer-in-charge complete including cutting and making good the walls etc; including carriage of materials within all leads lifts and other incidentals, and per as directed by the Engineer-in-Charge. | | 3.74 | Per cubic metre |
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| 9 | 9 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8, including entire carriage of materials within all leads, lifts and other incidentals. | | 24.9 | Per cubic metre |
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| 10 | 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level with 1:4:8 (One Cement : Four coarse sand : Eight graded stone aggregate 40mm (Forty millimetres) nominal size all work up to plinth level complete as per drawings and technical specification Clause 1204.3.8, including entire carriage of materials within all leads, lifts and other incidentals. | | 55.28 | Per cubic metre |
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| 11 | 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering with 1:3:6 (One Cement : Three coarse sand : Six graded stone aggregate 20 mm (Twenty millimetres) nominal size all work up to plinth level complete as per drawings and technical specification Clause 1204.3.8, including entire carriage of materials within all leads, lifts and other incidentals. | | 61.95 | Per cubic metre |
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| 12 | 12 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder,railings, brackets, gates and similar works complete as directed by the Engineer–in-Charge including carriage of materials within all leads, lifts and other incidentals. | | 608.22 | Per kilo gram |
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| 13 | 13 | Providing and laying 900 mm (Nine hundred millimetres) dia. R.C.C. pipenon-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (One cement : Two fine sand) including testing of joints etc. complete as directed by the Engineer–in-Charge including carriage of materials within all leads, lifts and other incidentals. | | 10 | Per running metre |
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| 14 | 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering with 1:5:10 (One cement : Five coarse sand: Ten graded stone aggregate 40 mm (Forty millimetre) nominal size all work up to plinth levelcomplete as directed by the Engineer–in-Charge including carriage of materials within all leads, lifts and other incidentals. | | 222.01 | Per cubic metre |
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