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Tender For Repair Work Of Bridge At Jiyamau Chauraha To Haidar Canal Baalu Adda In Lucknow City, lucknow-Uttar Pradesh

Public Works Department-PWD has published Tender For Repair Work Of Bridge At Jiyamau Chauraha To Haidar Canal Baalu Adda In Lucknow City. Submission Date for this Tender is 26-02-2024. Bridge Work Tenders in lucknow Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42438057
Tender For Repair Work Of Bridge At Jiyamau Chauraha To Haidar Canal Baalu Adda In Lucknow City
Open Tender
Indian
Uttar Pradesh
lucknow
26-02-2024

Tender Details

Tender For Repair Work Of Bridge At Jiyamau Chauraha To Haidar Canal Baalu Adda In Lucknow City

Key Value

Document Fees
INR 944 /-
EMD
INR 320000.0 /-
Tender Value
INR 32 Lakhs /-

BOQ Items

Name of Work:Repair Work of Bridge At Jiyamau Chauraha To Haidar Canal Baalu Adda In Lucknow City.
Sl. No. Item Description
1Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 Chapter 25 item no 10 bituminous course
2Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 Chapter 25 item no 10 granular course
3Taking out existing CC interlocking paver blocks from footpath/ central verge, includingremovalofrubbishetc.,disposalofunserviceablematerialtothe dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. Chapter 25 item no 36
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size) as per SOR Ch. No 8 (4.1.6)
5Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & manual placing
6Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
7Sand Filling in Foundation Trenches as per Drawing & Technical Specification as per sor chapter 25 item no. 39
8Brickworkwithcommonburntclay(nonmodular)bricksofclass -150 in superstructure above plinth level up to floor V level in all shapes and sizes in :: Cement mortar 1:4 (1 cement : 4 coarse sand) as per SOR Ch. No. 9 (6.4.1)
9Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
10Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
11Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MORTH Specifacation No 503.
12Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
13Providing and laying bituminous concrete withhigher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
14Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504.(Exclusive G.S.B.) as per sor chapter 25 item no. 34
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