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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-Finance | ₹2.7 Cr | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹2.8 CrRejected-Finance H NO 620 FF1 RONALEE AREADE THANA CORTALIM GOA | SOUTH GOA | GOA | 403103 | ₹2.8 Cr | L2 | Rejected-Finance Highest Bidder |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
2 Apr 2026, 6:00 pmClosed
Executive Engineer-II
Office of Executive Engineer,WD.II(R),PWD,Panaji.
Hotmixing of rural roads in Cardoz Wado and Shankarwadi for a length of 3.4 Kms in Taleigao Constituency of Tiswadi Taluka.
2026_PWD_28409_1
PWD/DIV II/R/F-1/ASW/2025-26/27/Line1
Open Tender
Civil Works - Roads
180 days
Office of Executive Engineer, WD.II(R), PWD, Panaji.
Please refer Tender documents.
5 documents required · 5 mandatory
₹20,000
₹5.0 L
10 Apr 2026
27 Mar 2026
6 Apr 2026
28 Mar 2026
2 Apr 2026
28 Mar 2026
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 |
|---|---|---|---|---|---|
| 1Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in: a) Ordinary soil | |||||
| 2Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : a) All works upto plinth level | |||||
| 3Centering and shuttering including struttings, propping etc. and removal of formwork for : i) Foundations, Footings, Bases for columns | |||||
| 4Construction of granular sub-base by providing coarse graded granitic or baslitic material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORTH Specification 401: For Grading II Material | |||||
| 5Miling of bituminous pavement upon depth of 100 mm by cold miling machine including all levelling and slope sensors, self-loading of milled material by discharge conveyor onto transport vehicles directed by Engineer in Charge | |||||
| 6Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503. Bitumen 80/100@ 0.375 kg/sq.m | |||||
| 7Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per MORT& H Specifications,Fifth Edition. (ii) for GradingII(19 mm nominal size) | |||||
| 8Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per MORT& H Specifications,Fifth Edition. i) for Grading-I ( 13 mm nominal size ) | |||||
| 9Supplying and fixing of Precast RCC slabs(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement, Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge. b) Size 900 x 400 x 100 mm with steel reinforcement not less than 5.0 kgs per unit -12 T capacity. To be procured through GHRSSIDC and the payment shall be released on submission of invoice. | |||||
| 10Transportation and carriage of material By truck including loading, unloading at the designated dumping site of Goa Waste Management Corporation including the fees to dump the material as per the direction of the Engineer in charge complete including deposition of construction and demolition waste at the abandoned mining quarries / pits as directed by the Engineer -in- charge for distance of 30kms. | |||||
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