Public Works Department-PWD has published New Construction Of Bankat Jaigaha Bindwal Jairajpur Kandharapur Road Km 3 To Jalaluddinpatti Via Gulwa Gauri Nahar Tak And Indua Sekhpur To Chak Tohphapur Tak Link Road New Construction Of Bankat Jaigaha Bindwal Jairajpur Kandharapur Road Km 3 To Jala. Submission Date for this Tender is 18-06-2021. Road Work Tenders in Azamgarh Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: New Construction of Bankat Jaigaha Bindwal Jairajpur Kandharapur Road Km 3 to Jalaluddinpatti via Gulwa Gauri Nahar Tak and Indua Sekhpur to Chak Tohphapur Tak Link Road | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of Embankment with approved material obtain from Borrow pits with all lift and lead, transporting to site ,spreding grading to required slope and compacting to meet requirement of Table-300-2. (Excluding cost of GST) | 5550 | Cum | |
| 2 | 2 | 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) | 500 | Cum | |
| 3 | 3 | 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) | 562.5 | Cum | |
| 4 | 4 | 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) | 562.5 | Cum | |
| 5 | 5 | 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) | 2.5 | Km. | |
| 6 | 6 | 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)) | 7500 | Sqm | |
| 7 | 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 bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503. (including cost of bitumen but excluding cost of GST)) | 7500 | Sqm | |
| 8 | 8 | 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) | 7500 | Sqm | |
| 9 | 9 | 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) | 7500 | Sqm | |
| 10 | 10 | Construction of Embankment with approved material obtain from Borrow pits with all lift and lead, transporting to site ,spreding grading to required slope and compacting to meet requirement of Table-300-2. (in patri work) (Excluding cost of GST) | 1500 | Cum | |
| 11 | 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. (for brick work drain) | 55 | Cum | |
| 12 | 12 | P. C.C. with 1:3:6 cement , coarse sand and 4 cm gauge Dalla grit including all taxes , royalty and including supply of martial , labour and T&P etc. required for proper completion of work as per direction of E/I . (as per SI No. 280) (for brick work drain) | 10 | Cum | |
| 13 | 13 | Brick Work in 1:3 cement and course sand morter inclduing supply of all material , labour, T&P etc. required for proper completion of work. (as per SI.No. 307) (for brick work drain) | 20 | Cum | |
| 14 | 14 | 12mm. Thick plaster with cement mortar in proportion of 1:3 cement & fine sand of 1.25 F.M.(as per SI.No. 583) (for brick work drain) | 85 | Cum | |
| 15 | 15 | Providing and laying in Cement concrete 4:2:1 of not less than strength of M150 (20 mm nominal size grit) Ratio 2 approved coarse sand ratio 1 Cement.(as per SI.No. 279b) (for brick work drain) | 1.8 | Cum | |
| 16 | 16 | R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:2:4 (1Cement: 6 aggregate) in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-150 (as per SI.No. 283) (for brick work drain) | 1.9 | Cum | |
| 17 | 17 | Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, for Bars below 36 mm dia including over laps and wastage, where they are not welded. (as per SI.No. 504) (for brick work drain) | 1.1 | Cum |
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