|
| 1 | Part-A (Bituminous work)Excavtion for roadwork in soil with hydraculic excavator of 0.9 cum bucket capacity inculiding cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and trasporting to the embankment location with a lift upto 1.5m amd lead upto 1000m as per technical Specifcation clause 302.3 |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 3 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam (45-63) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled 80-100 kN static roller in stages to proper grade and Camber MORD Specification 405.2 |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (22.4-53) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) |
| 6 | Brick edging on both side of the road of M-150 bricks 8cm. (3\\") wide and 12cm (4½\\") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge. |
| 7 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 8 | Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 9 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates and using (VG-10) bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical specification clauses 508. |
| 10 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 A. |
| 11 | 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 backfilling with approved material.SI No- 12.1 |
| 12 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing. |
| 13 | Brick work with common brunt clay (non modular) bricks of class designation 7.50 in foundation and plinth in cement mortar (1:4) as DSR No-6.1.1. |
| 14 | Laying NP-3 pipe RCC concrete pipe 350 mm dia for culvert on first class in single row including fixing socket with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2900. |
| 15 | Laying NP-3 pipe RCC concrete pipe 1000 mm dia for culvert on first class in single row including fixing socket with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2900. |
| 16 | Pointing with cement mortar (1:3) on brickwork in substructure as per drawing and technical specification Clauses 1300 & 2200 |
| 17 | Plastering with cement mortar 1:3 on brick work in sub-structure complete as per drawing and Technical Specifications Clauses 1300 & 2200 |
| 18 | Part-B (Box culvert 1/33/0 and 1/63/0)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 backfilling with approved material.SI No- 12.1 |
| 19 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing. |
| 20 | Plain Cement Concrete (PCC Grade M20) in Open Foundation complete as per Drawing and Technical Specifications. Clause 1500, 1700 & 2100 |
| 21 | Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(RCC Grade M25 in foundation) |
| 22 | Reinforced Cement Concrete (M-25) in super-structure complete as per Drawing and Technical Specifications Clause 1500, 1600 & 1700 |
| 23 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in foundation complete as per Drawing and Technical Specifications. |
| 24 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 25 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 26 | Drainage spouts as per drawing & Technical Specification, as per MORT&H specification 2705 |
| 27 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. |
| 28 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness 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, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 29 | Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. |
| 30 | 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 drawing and Technical specification. |
| 31 | Maintenance Charges for Part-A(Bituminous Road Part)Maintainance Charge including @ Earth Work, GSB, WBM etc as per Direction of E/I for the period of Five Years from the actual completion of work. including GST shall be paid extra as applicable at the time of payment. (Sl No. 1 to 10 = 16165656.50) |
| 32 | Maintainance of First Year on part-A(@0.00% of Total Work Amount of 1 to 10) |
| 33 | Maintainance of Second Year on part-A(@ 0.75% of Total Work Amount of 1 to 10) |
| 34 | Maintainance of Third Year on part-A(@ 1.50% of Total Work Amount of 1 to 10) |
| 35 | Maintainance of Fourth Year on part-A(@ 2.25% of Total Work Amount of 1 to 10) |
| 36 | Maintainance of Fifth Year on part-A(@ 3% of Total Work Amount of 1 to 10) Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment 3- Maintenance will be calculated on value of actual work done. Please Enable Macros to View BoQ information |
