Special repair of service r...

Amount

Construction of Granular sub-base by providing Material as per Grading Ill (Table 400-1 of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications. Grading III material.

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

Providing and applying tack coat with bitumen emulsion with VG - 10 using pressure distributor at the rate of 0.3 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORTandH specifications.

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 - 30 @ 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

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 MG Road

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORTandH specifications MG Road

Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) 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 30 @ 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 MG Road.

Providing and erecting a `W` metal beam crash barrier comprising of 3 mm thick corrugated sheet Single metal beam rail without post, 70 cm above road/ground level, fixed on ISMC series channel vertical post,already driven at site spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

Recovery- Credit of Kerb Stone (The amount computed by rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. kerb stones obtained from dismantling of existing median, islands has been calculated taking assumption that 70% of existing kerb stones will be retrieved and can be reused by the contractor at any other site. 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 of existing kerb stones shall have minimum reserve price of Rs. 1987/- per cum.)

Bidder Name

Amount

Satya Parkash and Bros Pvt Ltd (GSTN-06AAHCS1210Q1ZA) BID ID -1024865

DEVOTE CONSTRUCTION COMPANY (GSTN-06AAKFD2802P1ZA) BID ID -1025005

SHIVA BUILD TECH PRIVATE LIMITED (GSTN-06AAFCS2631B1ZW) BID ID -1025557

Y D Builders and Hotels Pvt Ltd (GSTN-07AAACY0026D1ZW) BID ID -1025563

M/s Mahashiv Promoters Pvt. Ltd.(GSTN-NA)--1024943

Naresh Agarwal Constructions Pvt. Ltd.(GSTN-NA)--1024838

Naresh Agarwal Constructions Pvt. Ltd.

Y D Builders and Hotels Pvt Ltd

SHIVA BUILD TECH PRIVATE LIMITED

M/s Mahashiv Promoters Pvt. Ltd.

Satya Parkash and Bros Pvt Ltd

Naresh Agarwal Constructions Pvt. Ltd.

Y D Builders and Hotels Pvt Ltd

DEVOTE CONSTRUCTION COMPANY

SHIVA BUILD TECH PRIVATE LIMITED

Satya Parkash and Bros Pvt Ltd