Public Works Department-PWD has published Construction Of Box Culvert (Size 4X4.0Mx4.0M) On Murdahwa Nala In Km 14 Of Bangla Bazar To Ori-Devrilla Road In Mzp Distri. Submission Date for this Tender is 16-04-2021. Culvert Tenders in mirzapur Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Box Culvert (size 4x4.0mx4.0m) on Murdahwa Nala in Km 14 of Bangla Bazar to Ori-Devrilla road in Mzp District | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Bridge Part (A)- Dismantiling of RCR stone masonary work in lime or cement mortar and including stacking of material as directed by E/I within a distance of 60 meter (200 feet) as per SI No 692 for abutment Pier return wall | 69.6 | Cum | |
| 2 | 2 | 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. | 411.92 | Cum | |
| 3 | 3 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification | 116.75 | Cum | |
| 4 | 4 | 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 for 14 days. | 30.26 | Cum | |
| 5 | 5 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. | 9.69 | Cum | |
| 6 | 6 | 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. | 86.16 | Cum | |
| 7 | 7 | Reinforced Cement Concrete in super structure as per Drawing and Technical Specifications. (RCC M-25) | 296.04 | Cum | |
| 8 | 8 | T.M.T. bar such as RCC of work including bending for proper shape and including supply of steel & its wastage bend, hooks and authrosied overlapping shall be measured and including cost of binding wire. As per direction of Engineer-in-charge. (As per SI No 504) | 348.59 | Cum | |
| 9 | 9 | 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 Specifications | 48 | Nos. | |
| 10 | 10 | Drainage Spouts complete as per drawing and Technical Specification | 16 | Nos. | |
| 11 | 11 | Protection Work (B)- 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. | 18 | Cum | |
| 12 | 12 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of not less than 600mm 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. | 18 | Cum | |
| 13 | 13 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as pe rdrawing and Technical specifications | 36 | Cum | |
| 14 | 14 | For Approah Road (C)- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 | 915 | Cum | |
| 15 | 15 | Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 percent cement with motor grader and compacting with the vibratory roller at OMC to the desired density to form a layer of improved sub grade. | 135 | Cum | |
| 16 | 16 | Providing, laying and spreading material on a prepared sub-grade adding cement @ 2% by weight to the spread Material Manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconjoined compressive strength and to from a layer of sub base | 36 | Cum | |
| 17 | 17 | Providing, laying and spreading material on a prepared sub-grade adding cement @ 4% by weight to the spread Material Manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconjoined compressive strength and to from a layer of sub base | 49 | Cum | |
| 18 | 18 | Providing and applying tack coat with Bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 350 | Sqm | |
| 19 | 19 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100kN static roller capacity finished to reqired level and grades to be followed by seal coat as per Techinical Specification Clause 508. | 350 | Sqm | |
| 20 | 20 | Providing and applying seal coat Type-"C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510. | 350 | Sqm | |
| 21 | 21 | Construction of pataries with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 | 68.75 | Cum |
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