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Tender For Strengthening Of Road Under Expansion Plan Of State University Infrastructure Facilities At Khwaja Moinuddin Chisti Language University Lucknow, lucknow-Uttar Pradesh

Uttar Pradesh Housing And Development Board-UPAVP has published Tender For Strengthening Of Road Under Expansion Plan Of State University Infrastructure Facilities At Khwaja Moinuddin Chisti Language University Lucknow. Submission Date for this Tender is 25-05-2024. Road Work Tenders in lucknow Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

43342069
Tender For Strengthening Of Road Under Expansion Plan Of State University Infrastructure Facilities At Khwaja Moinuddin Chisti Language University Lucknow
Open Tender
Indian
Uttar Pradesh
lucknow
25-05-2024

Tender Documents

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Tender Details

Tender For Strengthening Of Road Under Expansion Plan Of State University Infrastructure Facilities At Khwaja Moinuddin Chisti Language University Lucknow

Key Value

Document Fees
INR 3540 /-
EMD
INR 190000.0 /-
Tender Value
INR 95 Lakhs /-

Attachment

FileName File Description File Size
2e1fbc6c-49a9-4756-9734-879825a13fbc.html Tender Notice 0 KB
BOQ_1596642.xls Tender Document 0 KB
F.pdf Tender Document 0 KB
T.pdf Tender Document 0 KB
Tendernotice_1.pdf Tender Document 0 KB

BOQ Items

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Sl. No. Item Description
1Providing and laying, spreading and compacting graded stone aggregate wet mix macadem specification including premixing the material with water at OMC in mechanicam mix plant, carriage of mix material by tipper to site, laying in uniform layers with paver in sub base / base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density. ( MORT&H Specification No. 406)
2Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC. Carriage of mixed material to work site spreading in uniform layer with grader on prepared surface and complacting with vibratory power roller to achiever the desired density, complete as perMORT&H Specification No. 401
3Earth work in excavation in trenches for foundation & pipes, cables etc. in ordinary soil including lift upto 1.5 M & Dressing of sides & remming of bottom sand disposal of Surplus excavated earth as directed by I/E with lead upto 50M (DSR 2.8.1)
4Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). (DSR 4.1.8)
5Class-150 brick work in 1:6 cement and COARSE sand mortar in FOUNDATION including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work(DSR 6.1.2)
6Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer"s specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern. (DSR 16.91.2)
7Providing and applying tack coat using hot straight run bitumen of grade VG - 10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : (DSR 16.30) On D.B.M. @ 0.75 Kg / sqm.(DSR 16.30.1)
8On bituminous surface @ 0.25kg/sqm.(DSR 16.31.2.2) BC
9Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. (DSR 16.54.1) 50 mm thick
10Providing and laying Bituminous concrete using crushed stone aggregates of specified grading premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 30 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch type Hot Mix Plant of 100-120 TPH capacity. (DSR 16.57.1) 30 mm thick
11Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.(DSR 16.62)
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