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Tender For Construction Of 18.00M 24.00M And 30.00M Wide Road At Sector 20B Vrindavan Yojna No 4 Lucknow, lucknow-Uttar Pradesh

Uttar Pradesh Housing And Development Board-UPAVP has published Tender For Construction Of 18.00M 24.00M And 30.00M Wide Road At Sector 20B Vrindavan Yojna No 4 Lucknow. Submission Date for this Tender is 18-04-2024. Road Work Tenders in lucknow Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

43010688
Tender For Construction Of 18.00M 24.00M And 30.00M Wide Road At Sector 20B Vrindavan Yojna No 4 Lucknow
Open Tender
Indian
Uttar Pradesh
lucknow
18-04-2024

Tender Details

Tender For Construction Of 18.00M 24.00M And 30.00M Wide Road At Sector 20B Vrindavan Yojna No 4 Lucknow

Key Value

Document Fees
INR 8850 /-
EMD
INR 1437000.0 /-
Tender Value
INR 7.18 Crore /-

BOQ Items

Name of Work: Construction of18.00M 24.00M and 30.00M wide road at Sector 20B Vrindavan Yojna No 4 Lucknow
Sl. No. Item Description
1A- Non Bituminous Work Dag belling 15 cm (6") deep in one line aligned , with flags and jhandis as directed by Engineer in incharge. Dag belling shall be two each for each painted surfaces .
2Supply and filling of earth from outside of scheme from 8.00K.M. in embankment in ordinary soil excavation to be in the from of regular pits not exceeding 0.50mtr. (20") in depth and earthwork embankment to be in 20cm (8") layers including ramming, dressing and campacting the surface to achiveCBR value upto 7.00,required levels and slopes and also including 1.50 Mtr. (5Ft) lifts and 30.00Mtr (100Ft) lead. The earth from cutting to be used in making enbankments or to be deposited as spoil banks within 30.00Mtr. (100Ft) distance as directed by the E/I.
3Laying and spereading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in a place with rotavator with 2% salked lime having minimum content of 70% CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved subgrade.
4Construction of granular sub-base by providing close graded material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density complete in all respect and as per relevant clause of MORT & H section-401.
5Providing, Laying, spreading and compacting graded stoneaggregate 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 required density.
6Edging with straight over burnt brick laid dry brick on edge including excavation, reffilling. Consolidation with a hard packing and spreading near by surplus earth with in a lead of 50M.
7Supply and fixing of stone kerb at one side of central verge including making proper alignment of central verge, required earth work in cutting, laying 5cm. thick & 30cm. wide cement concrete in 1:4:8 (1cement, 4 coarse sand & 8 brick ballast), leveling of stone kerb with 1:3 cement & coarse sand mortar, jointing each stone kerb properly with 1:3 cement & coarse sand mortar & making Groove as per direction of E/I & also including One coat superior synthetic enamel paint of approved make & colour over one priming coat with putty finished as per direction of E/I i/c supply of all material, labour T&P etc. complete.
8B- Bitumonous Work Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical meansincluding supply of all materials, labour T&P etc. required for proper completion of the work as per MORT&H specificationNo. 502 (5.1)and as per dierction of the Engineer in charge.
9Providing & laying bituminous Concrete 30 mm thick withhigher capacitybatch type hot mix plant producing an average out put of 75 tonnes per hourusing crushed aggregate of specified grading, premixed with bituminous binder,@5.50% weight of total mix and fillertransporting the hot mix to work site, Laying with hydrostaticpaver finisher with sensor controller to requiredgrade, level & alignment & rolling with smooth wheeled vibratory and tandem rollers to achieved the desired compaction complete in all respects & as per relevant clauses of MORT & H section-507
10Providing & laying Dense Graded bituminous macadam with hot mix 100-120 TPH hot mix plant producing an average out put of 75 tonnes per hourusing crushed aggregate of specified grading, premixed with bituminous binder,@ 4.50 % weight of total mix and fillertransporting the hot mix to work site, Laying with hydrostaticpaver finisher with sensor controller to requiredgrade, level & alignment & rolling with smooth wheeled vibratory and tandem rollers to achieved the desired compaction complete in all respects & as per relevant clauses of MORT & H section-507 (VG-30)
11Providing & applying tack coat with bitumen VG-10using bitumen pressure distributor at the rate of 0.35kg/sqm on theprepared bituminous/granular surface cleaned with mechanical broomincluding supply of all materials, labour T&P etc. required for proper completion of the work as per MORT&H specification and as per dierction of the Engineer in charge.
12Provising and laying of interlocking concrete block pavement having thickness 80mm and 30mpa as per drwaing and technical specification clause-1504 including earth work in excavation of required depth and width, providing, laying and compacting of W.M.M. (115mm thick) and local sand for cussion of tiles etc also including supply of all material, labour, T&P etc complete as per direction of E/I.
13Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 grms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes including supply of all material labour, T&P etc complete of the work as per direction by E/I.
14Supply and fixing of pavement marker (cat eye) type X - ASTMD - 4956 - 04 avey dennison / 3 - M (USA make) consisting of ASA plastic housing fitted with lightly adherent ploting compound. The housing cell contain prismatic two glass covered presmatic reflective fase to reflect incident light. (RPM WITH SHANK AS PER ASTM. DAR 8.35
15Supply and fixing of linear delineater (LDS) panets made of micro primatic ratro refflective sheeting type XI duly laminated on thirf aluminiumfail to a unique corrugated shape to provide Retro Refflection a cross wide range of obsarvaiing angle on existing block as per direction of E/I.
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