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| 1 | Box Culvert work |
| 2 | Earth work in excavation of foundation of structures as per drawaing and technical specification including setting out construction of shoring and bracing, removal of stumps and others deleterious matters and Dressing fo sides and bottom and backfilling with approved materials including labour cess. (Excluding GST) (Box Culvert) |
| 3 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification. As per MORTH Ref. No. Ch. 15.03 (304) including labour cess. (Excluding GST) |
| 4 | Plain cement concrete 1:3:6 nominal mix (with OPC 43 grade) in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compaced by vibration including curing for 14 days. As Per MORTH Ref. No. Ch. 9.03 (2100) incluidng labour cess,Royalty etc (Excluding GST) |
| 5 | RCC Grade M30 (with OPC 43 grade) using batching plant transit mixer & manual placing. As per MORTH Ref. No. 12.08 (1500, 1700, 2100-G, Case-II) incluidng labour cess,Royalty etc (Excluding GST) |
| 6 | Supplying, Fitting and placing un-coated HYSD bar Reinforcement in foundation complete. As per drawing and technical specification. As per MORTH Ref. 15.13 (1600) incluidng labour cess etc (Excluding GST) |
| 7 | PCC Grade M30 (with OPC 43 grade) using batching plant transit mixer & manual placing. As per MORTH Ref. No. 12.08 (1500, 1700, 2100-G, Case-II) incluidng labour cess,Royalty etc (Excluding GST) |
| 8 | Providing and laying flooring complete with Rubble stone laid in cement mortar (1:3). As per Drawing and Technical Specification laid over cement concrete binding. incluidng labour cess,Royalty etc (Excluding GST) |
| 9 | Providing and laying of Filter Media with granular materials/stone curshed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thicknesss of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wingwall and return wall to the full height compacted to a firm condition complete. As per drawing and technical specifiation. incluidng labour cess,Royalty etc (Excluding GST) |
| 10 | 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 foce. Complete as per drawing and Technical. As per MORTH Ref. No. 15.14 (2706 & 2200) incluidng labour cess etc (Excluding GST) |
| 11 | Pressure Relife pipe of 100 mm dia shall be provided in Raft area 0.50x0.50 m Below pressure relife pipe shall be provided in the form of invert filter. As per SOR Pratapgarh. incluidng labour cess etc (Excluding GST) |
| 12 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. As per MORTH Ref. No. Ch. 9.26 (710.1.4.of IRC:78 & 2200, B) incluidng labour cess,Royalty etc (Excluding GST) |
| 13 | Dewatering of water if necessary at the time of excavation concretingm massonary work upto sub soil water level including hire charges of 10 HP pump. incluidng labour cess etc (Excluding GST) |
| 14 | Excavation of Foundation in ordinary soil (Ioam clay or sand(in drain) including lift upto 1.50 meter and lead up 30meter and including filling, watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation incluidng labour cess,Royalty etc (Excluding GST) |
| 15 | Class 150 Sub class 'A' brick work in 1:4 cement and coarse sand mortar (with OPC 43 grade) in foundation and plinth, including supply of all materials labour and T & P etc. required for the proper completion of the work. incluidng labour cess, Royalty etc (Excluding GST) |
| 16 | Struck pointing with cement mortar (with OPC 43 grade) consisting of one part of cement and tree parts of fine sand of 1.25 finencess modulous on brick work including raking the joints washing and cleaing and supply of all matreials labour and tools and plants required for the proper completion of the work. incluidng labour cess, Royalty etc (Excluding GST) |
| 17 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drwaings and Technical specificaiton. incluidng labour cess,Royalty etc (Excluding GST) |
| 18 | Construction of embankment with approved materials obtained for mborrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of tablee 300-2. The compacted thickness of each layer shall not be more than 250 mm (Cartage up to 4 KM) |
| 19 | Construction of granular sub-base by providing coarse graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 As per MORTH Specification No. 4.01 (401) incluidng labour cess,Royalty etc (Excluding GST) |
| 20 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH Specification No. 4.14 (406, B) incluidng labour cess,Royalty etc (Excluding GST) |
| 21 | Providing and applying tack coat with bitumen emusion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bitumenous surface cleaned with mechanical broom. As per MORTH Specification No. 5.02 (503-I) including the cost of all labour, T&P. incluidng labour cess etc (Excluding GST) |
| 22 | Providing, laying and spreading and compacting graded stone aggregate to wet mix macadem specification inculding Premixing the matreial with water at O.M.C. with 1% cement (OPC) and 3.5% bitumen emulsion (SS-2) in mechnical mix palnt (pag mil) carriage of mixed material by tipper to site. Laying in uniform layer in sub base/base coarse on well prepared sub base and compacting smooth wheel roller of 80-100 KM To achive desired density including, lighting barricating and maintence and diversion as table no. 400.11/ 400.12 and technical specification no. 406 including the cost of all labour, T&P. incluidng labour cess etc (Excluding GST) |
| 23 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder@ 5.4 percent of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and aligment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction As per MORTH Specification No. 5 (507, B) including the cost of all labour, T&P. incluidng labour cess etc (Excluding GST) |
| 24 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-3.1 including labour cess. The compacted thickness of each layer shall not be more than 250 mm (Excluding GST) (Approach & Add. Approach) |
| 25 | Brick edge soling on both side of road of class M-150 class brick laid on edge with mud mortar including labour and supply of bricks, finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer in charge. incluidng labour cess,Royalty etc (Excluding GST) |
| 26 | Providing and Laying Reinforced cement concrete Pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement morter 1:2 but excluding excavation, Protection works, back filling, concrete and masonery works in head wallas and parapets. as per clause 1106. (1000MM Dia) For Diversion Route Please Enable Macros to View BoQ information |
