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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 CrAccepted-Finance UNIT NO 216 GERAS GRAND OPP GINGER HITEL PATTO PANJIM GOA | NORTH GOA | GOA | 403001 | ₹6.4 Cr | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹6.7 CrRejected-Finance A 3 332 SECTOR 8 ROHINI DELHI 110085 | NORTH WEST | DELHI | 110085 | ₹6.7 Cr | L2 | Rejected-Finance Highest Bidder |
Tender Value
₹5.3 Cr
EMD Value
₹10.6 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 and construction of drain from Durga Mata Temple to Laxmi Temple, Nandini Foods to Shiv Temple in Oitalem and other internal roads for length of 7.3 kms in Taleigao Constituency of Tiswadi Taluka.
2026_PWD_28325_1
PWD/DIV II/R/F-1/ASW/2025-26/25/Line2
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
₹25,000
₹10.6 L
10 Apr 2026
20 Mar 2026
6 Apr 2026
21 Mar 2026
2 Apr 2026
21 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 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 | 1,688 | sq. m | - | - | 4004 (a) |
| 2 | 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 | 856.8 | cu.m | - | - | 4006 |
| 3Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | ||||||
| 4Providing 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 | ||||||
| 5Centering & shuttering including Strutting, Propping & removal of forms for : i)Foundations, Footings, Bases for columns | ||||||
| 6Construction 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 | ||||||
| 7Providing 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 | ||||||
| 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) | ||||||
| 9Bituminous Concrete (Providing and laying 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 @ 5.4 to 5.6 % 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 as per MORTH specification clause No. 507 complete in all respects) i) for Grading-I ( 13 mm nominal size ) | ||||||
| 10Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting "C' type XI micro prismatic retro reflective material vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)etc complete as per MORT &H Specifications Fifth Edition. A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. 60 cm equilateral triangle | ||||||
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