Public Works Department-PWD has published Construction Of Pratapnagar Madhoganj To Beyorapur ( Missing Link ) Road. Submission Date for this Tender is 19-03-2021. Road Work Tenders in HARDOI Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 08-Mar-2021 | EXTENSION OF DATE | Date | 16-03-2021 |
| 2 | 16-Mar-2021 | DATE EXTENSION | Date | 19-03-2021 |
| Name of Work: C/O PNM Road To Beyourapur Road | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 | BI01010001010000000000000515BI0100001113 | 2250 | Cum |
| 2 | 2 | Construction of granular subbase by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavaorat OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | BI01010001010000000000000515BI0100001114 | 354 | Cum |
| 3 | 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes of 63 to 45 mm to water bound macadam 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 reuired density Grading 2 as per Technical Specifications Clause 405. | BI01010001010000000000000515BI0100001115 | 196 | Cum |
| 4 | 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes of 53 to 22.4 mm to water bound macadam 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 reuired density Grading 3 as per Technical Specifications Clause 405. | BI01010001010000000000000515BI0100001117 | 196 | Cum |
| 5 | 5 | Brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mudmortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth a | BI01010001010000000000000515BI0100001196 | 0.7 | Km |
| 6 | 6 | Construction of shoulder with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 | BI01010001010000000000000515BI0100001128 | 800 | Cum |
| 7 | 7 | Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and applying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502. | BI01010001010000000000000515BI0100001120 | 2625 | Sqm |
| 8 | 8 | Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom . | BI01010001010000000000000515BI0100001195 | 2625 | Sqm |
| 9 | 9 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat . | BI01010001010000000000000515BI0100001122 | 2625 | Sqm |
| 10 | 10 | Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . | BI01010001010000000000000515BI0100001123 | 2625 | Sqm |
| 11 | 11 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Culvert and drain) | BI01010001010000000000000515BI0100001124 | 34 | Cum |
| 12 | 12 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. | BI01010001010000000000000515BI0100001198 | 1.6 | Cum |
| 13 | 13 | Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls (600 mm) NP-3 | BI01010001010000000000000515BI0100001126 | 15 | Rm |
| 14 | 14 | Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 | BI01010001010000000000000515BI0100001130 | 17 | Cum |
| 15 | 15 | Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4 | BI01010001010000000000000515BI0100001145 | 57 | Sqm |
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