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Tender Value
₹39.1 L
EMD Value
₹78,102
Closing Date
10 Jun 2026, 6:00 pm3d left
Executive Engineer-II
Office of Executive Engineer,WD.II(R),PWD,Panaji.
Improvement of internal Rural roads around Kenis Colony for a length of 0.58 Km in Corlim V.P. area in Cumbharjua Constituency Tiswadi Taluka under MLA LAD Scheme.
2026_PWD_29582_1
PWD/DIV II/R/F-1/ASW/2026-27/06/Line2
Open Tender
Civil Works - Roads
90 days
Office of Executive Engineer, WD.II(R), PWD, Panaji.
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
₹78,102
4 Jun 2026
4 Jun 2026
11 Jun 2026
5 Jun 2026
10 Jun 2026
5 Jun 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 | 44.2 | cu.m | 291 | ₹12,862.2 | 4006 (a) |
| 2 | Supplying 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) . | 44.2 | cu.m | 1,867 | ₹82,521.4 | 14028 |
| 3 | Providing 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. | 513.5 | sq.m | 631 | ₹3,24,018.5 | 14086 |
| 4 | Providing 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 | 2,877.5 | sq.m | 29 | ₹83,447.5 | 14052 |
| 5 | Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder to the specified percentage of total mix , transported to site, with all leads laid over a previously prepared surface with sensor paver finisher to the required grade, level and alignment and rolled with smoth wheeled roller and vibratory roller to achieve the desired compaction, using antistripping agent complete as per MoRT&H Specifications Clause 504 Grade-I (40mm nominal size)@ 4% of Bitumen-Mix a) Antistripping agent @ 0.5% of bitumen content | 143.88 | cu.m | 10,325 | ₹14,85,561 | 14055 (a) |
| 6 | Providing 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 @ 0.20 kg/sq.m | 2,877.5 | sq.m | 17 | ₹48,917.5 | 14051 |
| 7 | Providing and laying bituminious concrete with 40-60 TPH Drum Mix type Hhot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading, premixed with bituminious binder to mix with filler, transporting the hotmix to work site, with all leads laying with a hydrostatic/hydraulic paver finisher with sensor control to the required grade, level and alignment, using antistripping agent rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compaction complete as per MoRT&H Specifications Clause 509 Grade-II (13mm nominal size) @ 6.0% Bitumen of grade 60/70 a) Antistripping agent @ 0.5% of bitumen content | 86.32 | cu.m | 14,640 | ₹12,63,724.8 | 14075 (a) |
| 8 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level uniform and free from streaks and holes as per MORTH Specification 803 | 96 | sq.m | 469 | ₹45,024 | 14140 |
| 9 | Providing 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 | 40.33 | cu.m | 6,635 | ₹2,67,589.55 | 6001(a) |
| 10 | Supplying 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. | 20 | Each | 1,460 | ₹29,200 | 6106 (a) |
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