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Tender Value
₹8.8 Cr
EMD Value
₹17.6 L
Closing Date
5 Oct 2026, 5:00 pm
Sekhar Nandal
Division - Road Maintenance and Urban Amenities
Upgradation of Master Road Dividing Sector 114 Outer (Asset ID 145), Gurugram and all other works contingent thereto.
2026_HRY_549268_1
20263F71B716 B1D8 4A6A A7B1 F4C254CDB202720001
Open Tender
Civil Works
Works
270 days
Gurugram
as per CBD
2 documents required · 2 mandatory
₹1,180
₹17.6 L
Yes
19 Sept 2026
19 Sept 2026
6 Oct 2026
19 Sept 2026
5 Oct 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | ID 190,192,204 Providing, transporting and installation of Precast R.C.C. grating with frame 300x300 mm horizontal grating in concrete chambers, including the cost of R.C.C. Grating, Transportation and Installation at site up to the satisfaction of Engineer-in-Charge | 104 | Each | 1 | ₹104 |
| - | Dismantling of existing road granular crust Granular Material
(WMM and GSB) up to 450mm thick and disposal of
dismantled materials stacking serviceable and unserviceable
material with all lead and lifts respectively | 4,282.2 | cum | 1 | ₹4,282.2 |
| - | Recovery- Credit of Steel reinforcement of 80% length for R.C.C. work recovered from exsiting drain available at site, where not included
in the complete rate of RCC dismantle, Complete as per Engineer in charge. 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 / dismantling and if material after dismantling 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 34.00/- per kg). | 62,400 | Per Kg. | 1 | ₹62,400 |
| - | 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. 2226/- per cum.) | 73.71 | cum | 1 | ₹73.71 |
| - | Recovery Item- Credit of unusable material received from Granular material, 30% of obtained material
(deduction) 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 832.00/- per cum). | 1,284.66 | cum | 1 | ₹1,284.66 |
| - | Credit of unusable material received from Milling of BC i.e. 30% 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 2999.00/- per cum). | 256.93 | cum | 1 | ₹256.93 |
| - | Construction of 200mm 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. | 5,685.42 | cum | 1 | ₹5,685.42 |
| - | 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 | 7,106.78 | cum | 1 | ₹7,106.78 |
| - | 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 | 34,482.57 | Sqm | 1 | ₹34,482.57 |
| - | Providing and laying 80mm ABOVE 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 @ 4.00% 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 | 2,531.17 | cum | 1 | ₹2,531.17 |
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