Public Works Department-PWD has published Special Repair Of Niyauj Yadav Basti Link Road . . 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.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 09-Jun-2021 | Date Corrigendum | Date | 18-06-2021 |
| Name of Work: Special repair of Niyauz Yadav Basti Link Road | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | (Part A) R.C.C. Retaining Wall 8.00M Hight\nExcavation in soil using hydraulic excavator C.K. 90 and tipper with disposal upto 1000 m :- 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 specification No. 301 (Excluding G.S.T.) | 67.2 | Cum | |
| 2 | 2 | Providing and laying Cement Concrete 1:4:8 (1 Cement: 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of form work in foundation. As per pwd SOR Sl No 281 (Excluding G.S.T.) | 11.2 | Cum | |
| 3 | 3 | R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:1.5:3 (1 Cement: 1.5 Coarse sand : 3 stone ballast) in Foundation & raft, excluding Supply of reinforcement and its bending with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work.As per pwd SOR Sl No 288 (Excluding G.S.T.) | 143.4 | Cum | |
| 4 | 4 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work ( when not included in overall rates) Wrought to required shape as necessaary including bending for proper completion ot the work and including supply of steel its wastage bend hooks and authourised overlapping shall be measured up to floor two level (10mm to 12mm tor) (As per PWD. S.I. No 504b) (Excluding G.S.T.) | 112.57 | Qtl | |
| 5 | 5 | Granular sub-base with well graded material (400.1) By Mix in Place Method (for Grading-1 material) Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted 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 G.S.T.) | 120 | Cum | |
| 6 | 6 | (Part B) Approach Road\nConstruction 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 lead upto for 1km. (Excluding G.S.T.) | 572 | Cum | |
| 7 | 7 | By Mix in Place Method (2% OPC Cement)\nConstruction 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 2% cement (OPC) with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Excluding G.S.T.) | 6.4 | Cum | |
| 8 | 8 | WBM Grading 3 (with cement @4%)\nProviding, laying, spreading and compacting stone aggregates of specific sizes 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 required density Grading 3 as per Technical Specification Clause 405. including 4% cement (OPC) & mixing with rotavator. (Excluding G.S.T.) | 6 | Cum | |
| 9 | 9 | 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.(Excluding G.S.T.) (Bitumen Shall be supplied/recovery as per Schedule "C") | 60 | Sqm | |
| 10 | 10 | 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 @0.27cum per 10 sqm either using penetration grade bitumen VG-10 @1.46kg per sqm 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 B as per Technical Specification Clause 508. (Excluding G.S.T.) (Bitumen Shall be supplied/recovery as per Schedule "C") | 60 | Sqm | |
| 11 | 11 | 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. (Bitumen Shall be supplied/recovery as per Schedule "C") | 60 | Sqm | |
| 12 | 12 | 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 lead upto for 1km.(in patri) (Excluding G.S.T.) | 15.136 | Cum |
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