Public Works Department-PWD has published Tender For New Construction Of Block Kanth Malhpur To Bisra Link Road. Submission Date for this Tender is 06-06-2024. Road Work Tenders in shahjahanpur Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 24-Mar-2024 | Date Extension | Date | 15-05-2024 |
| 2 | 14-May-2024 | Date Extension 2 | Date | 21-05-2024 |
| 3 | 20-May-2024 | Date Extension 3 | Date | 06-06-2024 |
| Sl. No. | Item Description |
| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. |
| 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2with 45 -63 mm stone ballast as per Technical Specification Clause 405) |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 with 22.4 - 53 mm stone ballast as per Technical Specification Clause 405) |
| 5 | Brick edging on both sides of the road of first class bricks 8 cm (3") wide and 12 cm. 4½"deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge. As Per SI No.-765 |
| 6 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70Kg/Sqm using mechanical means as per Technical Specification Clause 502. |
| 7 | Providing and applying tack coat with Bitumen (VG-10) using Bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 8 | 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type as per Technical Specification Clause 508) |
| 9 | 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. |
| 10 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2 |
| 11 | Excavation for roadway in soil using manual means for carrying of cut earth to embenkment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 |
| 12 | Providing concrete for plain/reinforced concrete in 1:3:6 open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 13 | Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 14 | Supply & laying of compacted 40 mm gauge brick ballast around and below hume pipewith proper compaction |
| 15 | Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 and 1204 |
| 16 | Providing and laying reinforced cement concrete 600 mm dia pipe NP3for culverts on first class bedding of granularmaterial in Single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106, |
| 17 | Supply of 350 mm dia hume pipe. As Per NSI No.-5 (iv) |
| 18 | Laying of 350 mm dia hume pipe. As Per NSI No.-5a (iv) |
| 19 | Providing & fixing Sign board Km Stone, Hectometer Stone etc complete. |
| 20 | Maintenance of constructed road for next five year after comletion the contractor shall be paid total maintenance cost 7.50% of tender Civil Cost for five year in the form of instalment as below. The payment shall be inclusive of cess but excluding GST. Payment shall be done as per satisfaction of engineer in charge regarding maintenance work carried out by contractor. (Including cess and Excluding G.S.T. For 1st year 0.00% |
| 21 | Item No. 25 Above but for 2nd year 1.00% |
| 22 | Item No. 25 Above but for 3rd year 1.50% |
| 23 | Item No. 25 Above but for 4th year 2.00% |
| 24 | Item No. 25 Above but for 5th year 3.00% |
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