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| 1 | Excavation for structures in ordinary soil (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 and bockfilling with approved material) Mechanical meansDepth upto 3m (Item No-RCD 3.13(i) B) |
| 2 | Excavation for structures in ordinary Rock not requiring blasting (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 and bockfilling with approved material) Manual means((Item No- RCD 3.13 (ii) B ) |
| 3 | PCC 1:2:4 in foundation (Plain Cement Concrete 1:2:4 nominal mix in foundation with mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.) (Item No- RCD 9.06 A Case 1) |
| 4 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer) (Item No-RCD 9.06 E Case 1 ) |
| 5 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Height Upto 5m(Item No- RCD 15.12 B ) |
| 6 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. (Item No- RCD 15.14) |
| 7 | Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30RCC Slab (Height between 5m to 10m). (Item No RCD- 15.12 C) |
| 8 | Providing drainage spout complete as per drawing and technical specification (Item No- RCD 15.17) |
| 9 | Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. (Item No-RCD 14.06) |
| 10 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.. (Item No- RCD 15.18) |
| 11 | Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications (Item no RCD 15.13) |
| 12 | Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications (Item No- RCD 13.06) |
| 13 | Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications . (Item No-RCD 14.02) |
| 14 | Construction of Embankment with Material deposited from Borrow Pits (Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Rolling with Vibratory roller..(Item No. RCD 3.16 (i)) |
| 15 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Grade I..(Item No. RCD 4.01B(I)) |
| 16 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Grade II (Item No- RCD4.01B(II) ) |
| 17 | Providing and laying in position cement concret of specified grade excluding the cost of centering and shuttering -All work upto plinth level:-(1:1.5:3(1cement :1.5coarse sand (zone-III):3 graded stone aggregate 20mm nominal size) (Item No- BCD 5.3.1.1) |
| 18 | Centering and shuttering including strutting, proping etc and removal of form for foundation, footing, bases of columns, etc for mass concrete. (Item No- BCD 5.3.17.1 ) |
| 19 | Dewatering during construction by 10 HP. (Item No- WRD PM -29 ) |
| 20 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.. (Item No-BCD 5.1.1+ 5.1.2 ) |
| 21 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials labours royality and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). (Item No- BCD 5.1.10 ) |
| 22 | Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering -All work upto plinth level:-(1:2:4(1cement :2coarse sand (zone-III):4graded stone aggregate 20mm nominal size). (Item No-BCD 5.3.1.2 ) |
| 23 | Providing Random Rubble masonary in cement mortar (1:4)in foundation and plinth with hammer dressed stone of less than 0.03M3c in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening ,raking out joints to 20mm depth ,curing ,taxes and royality all complete as per drawing and technical specifications. (Item No- BCD 5.2.28 ) |
| 24 | Providing Random Rubble masonary in cement mortar (1:4)in superstructure and plinth with hammer dressed stone of less than 0.03M3c in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening ,raking out joints to 20mm depth ,curing ,taxes and royality all complete as per drawing and technical specifications. (Item No- BCD 5.2.31 ) |
| 25 | Providing 25mm thick water proof cement plaster (1:3)with clean coarse sand of F.M 1.5 INCLUDING cost of carriage screening curing with all leads and lifts of water, scaffolding taxes and royality all complete as per building specification and direction of E/I . (Item No- BCD 5.7.12) |
| 26 | Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification. (Item No- RCD Part-A 6.9) |
| 27 | Earthwork in filling in sub floor trenches or in plinth in layer not exceeding 150mm thick,well watered rammed fully compacted and fine dressed with earth obtained after cutting with lead of 50m and lift of 1.5mall completed as per direction of E/I(mode of measurement. (Item No- BCD 5.1.8) |
| 28 | Carriage of Materials - Cement |
| 29 | Stone Chips |
| 30 | Stone Metal |
| 31 | Boulder |
| 32 | Add GST @18% |
| 33 | Add Labour Cess @1% Please Enable Macros to View BoQ information |
