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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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. Ordinary Soil Mechanical Means upto 3 m depth (R.C.D 3.13(i) B) |
| 2 | Providing and Laying Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.)(R.C.D 16.09) |
| 3 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications. P.C.C M15 garde (R.C.D 12.08 A Case ii) |
| 4 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble masonry (first sort) (R.C.D 12.07 A) |
| 5 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort)(R.C.D 12.04 B) |
| 6 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications. P.C.C M15 grade Height up to 5 M)(R.C.D 13.05 A (p)) |
| 7 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications. P.C.C M20 grade Height up to 5 M)(R.C.D 13.05 B (p)) |
| 8 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications. R.C.C M25 grade Height up to 5 M)(R.C.D 13.05 F (p)) |
| 9 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (R.C.D 14.04) |
| 10 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. (R.C.D 13.08) |
| 11 | Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications. (R.C.D 13.03) |
| 12 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications. (R.C.D 13.06) |
| 13 | Earth work in filling in foundation trenches or back filling of masonry structure with state earth in layer not exceeding 150mm thick well watered rammed and fully compacted and finely dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift 1.5m complete as per specification and direction of E/l. (W.R.D 6.1.16) |
| 14 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil itemA) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I..(B.C.D 5.1.1) |
| 15 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) (B.C.D 5.1.2 ) |
| 16 | Providing P.C.C./R.C.C. M-150 with nominal mix of (1:2:4) in various component of dam foundation with approved quality of 20mm graded eoarde aggregate of required graded as per disign approved quality of sand of requisite F.M (2.5 to 3) washed and screened excluding cost of shuttening or form work as well of reinforcement its cutting, bending, binding and placing but including necessary tolls and plants and vibra tion, cutting, royalty all taxes etc. complete job as per specification and direction of E/l. (B.C.D 5.3.1.2 ) |
| 17 | Providiag rough dressed random rubble stone masonary in CM (1:4) in foudation with approved quality of coarse sasd of requisite f.m (2.5 to 3) washed and screened with risking out joints to 12mm depth, curing scafolding and its removal wherever required royalty and all taxes etc. complete job as per specificition and direction of E/l. (B.C.D 5.2.28) |
| 18 | Providing rough dressed coarse stone masosry in cm. (1:4) in superstructure with approved quality of coarse sand of requisite rn (2.5 to 3) washed and screened with risking out joints to 12mm depth, curing scaffolding and its removal where required royally and all taxes etc. complete Job as per specificition and direction of E/l. (B.C.D 5.2.31) |
| 19 | 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: (B.C.D 5.3.2.2) |
| 20 | Providing tuck pointing in cement on stone masonary (1:3) cement on brick work with clean coarse sand of F.M. 1.5including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. (B.C.D 5.7.10) |
| 21 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume). (B.C.D 5.1.8) |
| 22 | Carriage of Material Cement |
| 23 | Sand |
| 24 | Stone Chips |
| 25 | Boulder |
| 26 | Stone Metal |
| 27 | Steel |
| 28 | GST 18% |
| 29 | Labour Cess 1% |
