Special repair of Master Ro...

Amount

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

Construction of granular sub base by providing coarse graded material spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator a OMC and compacting with vibratory roller to achieve desired density. Complete as per clause 401 of MORTandH specifications.grading-3

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 updated

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 updated

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

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 - 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 updated

`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 specifications

Credit of kerbstone (70% of total length) (the amount computed by the rates quoted against recovery itmes will not be included in the total amount rather it will be deducted while calculating financial statement of the agency, kerbstones obtained from dismantling of existing median, islands has been calculated taking assumption that 70% of existing kerbstone will be retreived and can be reused. The reserve rates are minimum rates to be used as base for quoting purchase rate by he agency. No rates below reserve price will be considered for all purpose, in case the agency quotes lesser than reserve price, the price quited against the recovery of existing kerbstones shall have minimum reserve price of Rs. 1988/- per cum).

Recovery Item- Credit of unusable material received from Milling of BC i.e. 70% of obtained material. The Quantites 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 qouted 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 qoutes lesser than reserve price. The price qouted against the recovery material shall have minimum reserve price of 1533.51/- per cum).

Bidder Name

Amount

Satya Parkash and Bros Pvt Ltd (GSTN-06AAHCS1210Q1ZA) BID ID -1105761

SHIVA BUILD TECH PRIVATE LIMITED (GSTN-06AAFCS2631B1ZW) BID ID -1108064

Sarvodya Infracon Ptd. Ltd. (GSTN-09AAYCS3350E1ZZ) BID ID -1109693

sachin bansal contractor (GSTN-06AARFS9855L1Z5) BID ID -1109800

P C Gupta and Co (GSTN-06AAEPG5955G1ZR) BID ID -1110012

KALUWALA CONSTRUCTION PRIVATE LIMITED (GSTN-06AAHCK0172D1ZY) BID ID -1110713

M/s K. R. ANAND (GSTN-06AADPA9956E1ZT) BID ID -1110880

JS SYNERGIES PRIVATE LIMITED(GSTN-NA)--1109740

JS SYNERGIES PRIVATE LIMITED

sachin bansal contractor

Satya Parkash and Bros Pvt Ltd

P C Gupta and Co

KALUWALA CONSTRUCTION PRIVATE LIMITED

SHIVA BUILD TECH PRIVATE LIMITED

M/s K. R. ANAND

sachin bansal contractor

JS SYNERGIES PRIVATE LIMITED

P C Gupta and Co

KALUWALA CONSTRUCTION PRIVATE LIMITED

Satya Parkash and Bros Pvt Ltd

M/s K. R. ANAND

SHIVA BUILD TECH PRIVATE LIMITED