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| 1 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setfing out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and baciclilling in trenches with excavated suitable material. SI MORD 300 CH 11 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and 2 shuttering - All work up to plinth level :1:4:8 (1) Cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size) Sl 4.1.8 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement: 6 coarse sand) SI 6.2.2 |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4 (1 cement: 4 coarse sand) SI 6.4.2 |
| 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) SI 5.2.2 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations footings bases of coloumn etc si 5.9.1 |
| 7 | Columns, Pillars, Piers, Abutments, Posts and Struts SI 5.9.6- |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers SL5.9.5 |
| 9 | Steel reinforcement for R.C.C. work including 11 straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars. SI 5.22.1 |
| 10 | 12 mm cement plaster of mix: 1:4 (1 cement: 4 fine sand) SI 13.1.1 |
| 11 | Providing and fixing 1mm thick m.s. sheet door with frame of 40x40x6 mm angle Iron etc l/c all comp.SI N. 10.5.1 |
| 12 | Paintying on G.S. sheet with synthetic enamel paint of apporved brand l/c all comp. |
| 13 | Finishing walls with water proofing cement paint of 16 required shade: New work (Two or more coats applied @3.84 kg/10 sqm) SI 13.44.1 |
| 14 | S/F of sign board i/c comp. all respect |
| 15 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, |
| 16 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required |
| 17 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings (As per Mord Sr.No.-11.4 and technical specifications Clause 802, 803, 1202 & 1203) P.C.C. Grade M-10, Nominal mix (1:3:6) |
| 18 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing (As per Mord Sr.No.-11.5 and technical specification Clauses 602, 603, 604, 1202 & 1204 (II). (In 1:4 Cement mortar). |
| 19 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure (As per Mord Sr.No.-12.3 and technical specification Clauses 613.4 & 1204. |
| 20 | Construction of Granular Sub Base by providing Well graded material, spreading in uniform layers with Motor grader/Tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with Rotavator at OMC and compacting with Smoot |
| 21 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 1:1.5:3, coarse and fine angrenates conforming to IS-383 maximum size of.. |
| 22 | Less 5% Competitive price efficeincy Please Enable Macros to View BoQ information |
