Providing and Laying S.W Line and Construction of Road at Sector 23 And Reconnect Palam Vihar Main Road Under Zone II, MCG.

Amount

Providing and laying of RCC NP-3 pipe with 2.5 mm thick HDPE lining standard length complete in all respect. 400mm i/d

Making of sewer connection of new sewer line in the existing manhole.

Making of household water connection damged during excavation.

Making of household sewer connection damged during excavation.

Providing and fixing of Road gully cover frame 610 x 357mm

Consructing Brick masonry road gully chambers as per standard drawings (as per size given below) including dressing of beds and sides of chambers to exact profiles requirement of the Engineer-In-charge.

providing and laying of Granular Sub-Base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, conforming to Grading-I (Table 400-2), as per Technical Specification Clause 401

Providing and laying of WMM complete in all respect.

Providing tack coat on existing black surface with 50 Kg Bitumen 100 sqm with Vg-10.

Providing and laying of 50mm thick compacted bitumenous macadam with approved quality of bitumen grade VG-30 (60/70) with bitumen contents 3.30% to 3.50% of total weight of mix prepared by latest MORTH Sepecifactions with computerized hot mix plant and laying at site of work for all leads with machinical paver and rolling with road roller given denisty as job mix formula complete in all respects as per sepcifactions of the center satisfaction of the Engineer in charge including cost of bitumen.

Providing Tack coat on existing Black Surface with 30kg. Bitumen 100 Sq Mtr. With vg-10 grade

Providing & Laying 40 mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch/ drum type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause No. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% (upto 30 mm thick) to bitumen grade VG-30 as binder content by weight of total mix, complete in all respects including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory.

Priming coat as per MortH & H specifications for road and bridge work 2013 table 500-1 over prepared surface of granullar base using slow setting emulsion complying with IS:8887 for low porosity surface using pressure sprayers after brushing and cleaning of road surface including loading, unloading stacking, cost of all material, laboures etc. complete with all leads and lifts as per clause 502 of section 500 of Morth&H specification for road and briges work 201 (Fifth Revision) complete to the satisfaction of Engineer-In-Charge:Primer Coat

Bidder Name

Amount

jagbir singh

Lakhan Consturction

M/S SUNIL GARG

Sh.Rajesh Kumar

Surender Singh

Sh. Raj Kumar

Lakhan Consturction

Surender Singh

M/S SUNIL GARG

jagbir singh

Sh. Raj Kumar

Lakhan Consturction

Sh.Rajesh Kumar

Surender Singh

jagbir singh

Sh. Raj Kumar