Strengthening and repair of...

Amount

Providing, 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 as per technical clause 406 of MORTandH specification

Slurry Seal Type III (6-8 mm thickness) Providing and laying slurry seal Type II 6-8 mm thickness consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion SS2 @ 10.50% and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface complete as per technical clause 512 of MORTandH specifications. spr

Providing and laying 50 mm thick stone matrix asphalt (SMA) using stabilising additives @ 0.30% by weight in the mix, hydrated lime @ 100% using stone aggregate 20 mm, 10 mm and Drum type batch mixing plant as per standard job mix formula including additional aggregates of size 1 to 3 mm applied over the hot surface @ 1 to 2 kg per sqm immediately after compaction to achieve density of 2.3 gm per cc and Bitumen grade CRMB - 55 @ 5.8% by weight complete as per HSR specifications Grading - I (19 mm Nominal Size) spr

Desilting of surface drain including loading unloading and carriage for disposal of silt in the designated Location, as decided by GMDA

Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 40 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying 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 complete, as per technical clause No. 505 of MORTandH specifications.

Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORTandH specifications...

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 0.85 kg/sqm using mechanical means as per technical clause 503 of MORTandH specifications

Providing and laying Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 40 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying 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 complete as per technical clause 507 of per MORTH specifications

Construction of RCC box type drain size 1.0 m x 1.0 m including RCC slab 0.15 m thick and wall thickness is 0.15m. Including in all respect as per attached drawing, design and analysis.

Recovery Item- Credit of unusable material received from Milling of BC i.e. 80% of obtained material. The Quantities of the above material have been worked out on the basis of theoretical quantities laid on this road. However agency may visit before quoting rates and asses the extent of retrieved material. There shall be no measurement after actual scarifying / milling and if material after milling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reverse rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below reserve price will be considered for all purpose in case the agency quotes lesser than reserve price. The price quoted against the recovery material shall have minimum reserve price of 1699.71/- per cum).

Bidder Name

Amount

SHIVA BUILD TECH PRIVATE LIMITED (GSTN-06AAFCS2631B1ZW) BID ID -1198302

Satya Parkash and Bros Pvt Ltd (GSTN-06AAHCS1210Q1ZA) BID ID -1199065

P C Gupta and Co (GSTN-06AAEPG5955G1ZR) BID ID -1199326

MAHAVIR PRASAD GUPTA AND SONS (GSTN-NA) BID ID -1199108

Mannat Construction Company (GSTN-NA) BID ID -1199223

JS SYNERGIES PRIVATE LIMITED (GSTN-NA) BID ID -1198645

Mannat Construction Company (BID ID -1199223)

Satya Parkash and Bros Pvt Ltd (BID ID -1199065)

MAHAVIR PRASAD GUPTA AND SONS (BID ID -1199108)

P C Gupta and Co (BID ID -1199326)

SHIVA BUILD TECH PRIVATE LIMITED (BID ID -1198302)

Mannat Construction Company (BID ID -1199223)

MAHAVIR PRASAD GUPTA AND SONS (BID ID -1199108)

P C Gupta and Co (BID ID -1199326)

Satya Parkash and Bros Pvt Ltd (BID ID -1199065)

SHIVA BUILD TECH PRIVATE LIMITED (BID ID -1198302)