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| 1 | Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size), in position cement concrete of specified grade excluding the cost of centering and shuttering as per H.P. PWD. specification including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges. |
| 2 | Providing and laying Plain Cement Concrete nominal mix 1:4:8 (one cement isto four sand isto eight graded stone aggregate 25mm (twenty five milimeters) nominal size) Mechanically mixed and vibrated for plain/reinforced concrete and curing complete in open foundations and plinths for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals. |
| 3 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Cement mortar 1:3 (1 cement :3 coarse sand in superstructure above plinth level up to floor level. superstructure above plinth level to up to all floor level,including carriage of all labour equipment and material to various location through all modes of transportation in all lead, lift, other incidental charges and as per direction of engineer in charge. |
| 4 | 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(One cement isto Six sand) as per HP.PWD specification including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges. |
| 5 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys,complete with bolts, nuts, locking arrangement,stoppers, handles, including applying a priming coat ofapproved steel primer. |
| 6 | Providing and laying vitrified floor tiles in different sizes of tile 600x600 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete as per HP.PWD. Specification including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges. |
| 7 | Providing and fixing G.I.pipes complete with G.I. fittings including trenching and refilling etc.as per direction of Engineer in Charge and as per HP.PWD. Specification including carriage of all labour, equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges. |
| 8 | 15 mm (Fifteen Milimeter) nominal dia |
| 9 | 20 mm (Twentty Milimeter) nominal dia |
| 10 | Providing and placing on terrace (at all floor levels) 2000 llite Capcity polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges. |
| 11 | Constructing masonry Chamber 60x60x75 cm inside, in brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse and) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design Please Enable Macros to View BoQ information |
