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Construction Of Khara To Anil Rajbhar Via Machuwatara Village Road Construction Of Kh, AZamgarh-Uttar Pradesh

Public Works Department-PWD has published Construction Of Khara To Anil Rajbhar Via Machuwatara Village Road Construction Of Kh. Submission Date for this Tender is 12-01-2022. Road Work Tenders in AZamgarh Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

30634349
Construction Of Khara To Anil Rajbhar Via Machuwatara Village Road Construction Of Kh
Open Tender
Indian
Uttar Pradesh
AZamgarh
12-01-2022

Tender Details

Construction Of Khara To Anil Rajbhar Via Machuwatara Village Road Construction Of Kh

Key Value

Document Fees
INR 2714 /-
EMD
Refer document
Tender Value
INR 1.74 Crore /-

BOQ Items

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Sl. No. Item Description
1Constn. Ofsubgrade and earthen shoulders with approved materials 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 with lead upto 1000m. As per Technical specification clause 303.1
2Construction of granular sub base by providing well graded material spreeding in uniform 12.5 cm compacted layers with motor grader on prepaired surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achive the desired density complete as per MORD specification clause 401 S. No.4.1 Grade-1 compacted Qty.
3WBM G-2:(45-63mm)Providing and laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform 7.5 cm. thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening/binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading-2 as per MORD specification clause 405 S.No. 4.5(2)Grade-2 compacted qty.
4WBM G-3 (22.4-53 MM) Providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadum 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 compating to the required density Grading 3 as per Technical Specification Clause 405 of MORD data book.Compacted thickness 7.50 cm.
5Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/ sqm using mechanical means as per clause 502 of MORD data book.
6Providing and applying tack coat with bitumen (V.G.10)using pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surface cleaned with machanical broom as per 503 of MORD data book
7Providing and applying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as vearing coarse 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 grates to be followde by seal coat or either as per Technical Specification Clause 508
8Providing and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using type-C as per Technical Specification Clause 510
9Brick edging with IS class-150 bricks laid morter in both side of the road 7.5cm wide including cost of all material and labour T&P etc. required for proper completion of the work as per PWD detailed specification no. 20.15
10Constn. Ofpatri both side of roadwith approved materials 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 with lead upto 1000m. As per Technical specification clause 303.1
11HUME PIPE-Excavation in foundation in ordinary soil including lift upto 1.5M. and lead upto 30M. including watering ramming and dressing etc. and disposal of surplus earth as direction by E/I. upto a distance of 30M. from the foundation trenches complete in all respect.
12C.C. 1:4:8 cement, coarse sand 40mm. Gauge stone ballast including complete work
13Supply of 600mm. Dia pipe.
14Laying of 600mm. Dia pipe.
15M-150 brick work in 1:3 cementand coarse sand mortar in foundation and plinthetc. required for proper completion of the work
16Struck cement pointing in 1:2 cement fine sand mortar including supply of all materials labour tools and plants etc. required for proper completion of the work.(Flus Pointing)
1712 mm thick Plaster with Cement mortor in proportion of 1:2 cement and Coarse sand .
18Painting Roofs or others work in one coat coat of ready mixed paint primer one coat coat of appproved paint(british ,Antisol) including supply of all materials laboure tools and plantsetx required for proper complition of the work As per direction of E/I. SI N0 04
19Providing and laying cement concrete in 1:2:4 cement coarse sand and 20 mm nominal size of grit .SI No 279(b)
20Colour washing one coat using approved colouring materials of buff,blue,gray or broun shade including supply of all materials labour tools and plants etc. required for proper completion of the work.
21Constn. Ofsubgrade and earthen shoulders with approved materials 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 with lead upto 1000m. As per Technical specification clause 303.1
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