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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹31.4 CrAccepted-Finance WZ 3 KAILASH PARK OPP KIRTI NAGAR PUNJAB NATIONAL BANK NEW DELHI 110015 | WEST | DELHI | 110015 | L-1 | Accepted-Finance 1st lowest bidder. | |
| 2 | L-2₹32.4 Cr+₹98.6 L (3.14%)Accepted-Finance E 165 SHASTRI NAGAR DELHI 110052 | NORTH DELHI | DELHI | 110052 | L-2 | Accepted-Finance 2nd lowest bidder. | |
| 3 | L-3₹32.6 Cr+₹1.2 Cr (3.87%)Accepted-Finance A 1 C C COLONY OPP RANA PARTAP BAGH DELHI 2021R4024 | NEW DELHI | DELHI | 110001 | L-3 | Accepted-Finance 3rd lowest bidder. | |
| 4 | Not Admitted-Fee/PreQual/Technical 175 MIG FLATS PRASAD NAGAR NEW DELHI 1100055 | NEW DELHI | CENTRAL DELHI | DELHI | 110005 | - | Not Admitted-Fee/PreQual/Technical Others-Two works for similar nature of works were uploaded in which one work is not yet completed and another work does not qualify due to the work done of this work is less than the required amount of similar nature of work as per NIT. | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-Original agency is PAN INDIA Infra Projects Pvt. Ltd. Both performance report is contradictory, one report showing that work awarded under various work orders to the contractor and other report showing one work order on the letter head of PIIPL |
Tender Value
₹45.0 Cr
EMD Value
₹55.0 L
Closing Date
15 Oct 2025, 3:00 pmClosed
Executive Engineer
Executive Engineer, PWD Division M-413, Under Ring Road Bypass Flyover, Opp. IGI Stadium Gate No. 09, New Delhi-110002
Strengthening of Timarpur Road From Outer Ring Road (Wazirabad Flyover to Mall Road), Lucknow Road (From Timarpur Police Station to Mall Road), Polo Road (From Jahanara Marg to Shani Mandir and From Shani Mandir to Bhamashah Marg) and Bhamasha
2025_PWD_279042_1
19/CE(East)M/PWD/2025-26
Open Tender
Civil Works
Percentage
180 days
C and ND-Roads Division (M-413)
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹55.0 L
21 Nov 2025
1 Oct 2025
15 Oct 2025
1 Oct 2025
15 Oct 2025
1 Oct 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 1,100 | Cum | 260.3 | ₹2,86,330 |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | 250 | Cum | 1,503.6 | ₹3,75,900 |
| 3 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 500 | Cum | 2,784 | ₹13,92,000 |
| 4 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | 500 | Cum | 2,914.3 | ₹14,57,150 |
| 5 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 1,100 | Cum | 263.95 | ₹2,90,345 |
| 6Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion | |||||
| 6.1 | (a) On W.B.M/WM.M. @ 0.4kg/sqm | 2,000 | Sqm | 21.2 | ₹42,400 |
| 6.2 | (b) On bituminous surface @ 0.25kg/sqm | 6,87,103 | Sqm | 14.05 | ₹96,53,797.15 |
| 7 | Modified Estimate Cost after correction on DSR items on a/c of [email protected] i.e. deduct for effect of correction factor (1-0.973)=0.027 | 1 | Each | 3,64,444 | ₹3,64,444 |
| 8 | Add 3% Cost index | 1 | Each | 3,94,004 | ₹3,94,004 |
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