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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAccepted-Finance GOA | ₹4.7 Cr | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹4.7 CrRejected-Finance 2ND FLOOR G3 CLASSIC APARTMENT BEHIND AZHAD BHAVAN PORVORIM NORTH GOA | NORTH GOA | GOA | 403001 | ₹4.7 Cr | L2 | Rejected-Finance Higher Bidder |
| 3 | L3₹4.8 CrRejected-Finance A 3 332 SECTOR 8 ROHINI DELHI 110085 | NORTH WEST | DELHI | 110085 | ₹4.8 Cr | L3 | Rejected-Finance Highest Bidder |
Tender Value
₹4.4 Cr
EMD Value
₹8.9 L
Closing Date
30 Mar 2026, 6:00 pmClosed
Executive Engineer-II
Office of Executive Engineer,WD.II(R),PWD,Panaji.
Improvement and hotmixing of existing left out roads (Rural Roads) for a length of 16.87 K.Ms of St. Lawrence (Agassaim) Village Panchayat in St. Andre Constituency of Tiswadi Taluka.
2026_PWD_28365_1
PWD/DIV II/R/F-1/ASW/2025-26/26/Line2
Open Tender
Civil Works - Roads
120 days
Office of Executive Engineer, WD.II(R), PWD, Panaji.
Please refer Tender documents.
5 documents required · 5 mandatory
₹20,000
₹8.9 L
10 Apr 2026
24 Mar 2026
31 Mar 2026
25 Mar 2026
30 Mar 2026
25 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. a) All kinds of soil | 133.65 | cu. m | - | - | 4006 (a) |
| 2Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: | ||||||
| 3Centering and shuttering including struttings, propping etc. and removal of formwork for : a) Foundations, footings, bases for columns and mass concrete. | ||||||
| 4Supplying 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. a) Size 900 x 400 x 150 mm with steel reinforcement not less than 7 kg per unit -30 T capacity. To be procured through GHRSSIDC and the payment shall be released on submission of invoice. | ||||||
| 5Supplying 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. | ||||||
| 6Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) . | ||||||
| 7Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513. | ||||||
| 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. (ii) for GradingII(19 mm nominal size) | ||||||
| 9Providing 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 | ||||||
| 10Bituminous 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 ) | ||||||
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