Public Works Department-PWD has published New Construction Of Sofipur Maslampatti Bashi To Bhakuhi Gram Link Road. Submission Date for this Tender is 14-07-2020. Road Work Tenders in Azamgarh Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Sofipur Maslampatti Bashi to Bhakuhi Gram Link Road. (As per BOQ) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in cutting or in embankment in ordinary soil. Excavation to be done in the form of regular pits not exceeding 1/2 m. in depth and earth work in embankment to be done in 20cm. layers including its ramming and dressing the surface upto required level and slope and including 1.5m lift and 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. distance including T & P all taxes, royalty charges of earth etc. as per direction of the E/I. (as per UP PWD Sl. No. 253). (Excluding cost of GST) | 5513 | Cum | |
| 2 | 2 | Excavation for road work in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading tipper triming bottom and side slop in accordance with requirement of lime, grade and cross section and transporting of the embankment loctiong within all lift and lead. as per MoRTH specification No. 301 (Excluding cost of GST) | 100 | Cum | |
| 3 | 3 | By Mix in Place Method (for GSB Grading-1 material)\nConstruction of granular sub-base (Grade-1 G.S.B.) by providing well graded material, spreading in uniform layers @1.28 times the specified compacted thicknes with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Excluding cost of GST) | 302 | Cum | |
| 4 | 4 | W.B.M (Grade-2)\nProviding, laying, spreading and compacting stone aggregates of specific sizes 45-63mm to water bound macadam (G-2) 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 Stone dust to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-2 as per Technical Specification Clause 405. (Excluding cost of GST) | 505 | Cum | |
| 5 | 5 | W.B.M (Grade-3) \nProviding, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm to water bound macadam (G-3) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone dust to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405. (Excluding cost of GST) | 407 | Cum | |
| 6 | 6 | 7cm wide brick edging on both side of road with first class M-150 bricks laid on edge with mud mortar including labour and supply of brick finished to required tamplate and proper alingment and including dressing ramming the excavated earth as directed by E/I S.I. No. 765 (Excluding cost of GST) | 2.2 | Km | |
| 7 | 7 | Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502. (including cost of emulsion but excluding cost of GST)) | 8250 | 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 bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503. (including cost of bitumen but excluding cost of GST)) | 8250 | Sqm | |
| 9 | 9 | Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 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 Clause 508. (including cost of bitumen but Excluding cost of GST) | 8250 | Sqm | |
| 10 | 10 | Providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade VG-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. (including cost of bitumen but excluding cost of GST) | 8250 | Sqm | |
| 11 | 11 | Earth work in cutting or in embankment in ordinary soil. Excavation to be done in the form of regular pits not exceeding 1/2 m. in depth and earth work in embankment to be done in 20cm. layers including its ramming and dressing the surface upto required level and slope and including 1.5m lift and 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. distance including T & P all taxes, royalty charges of earth etc. as per direction of the E/I. (as per UP PWD Sl. No. 253). (in patri work) (Excluding cost of GST) | 1519 | Cum |
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