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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹1.7 Cr−₹6,661.18 (0.04%)Rejected-Finance H NO 58 BHARONIWADA NAVELIM GOA | ₹1.7 Cr−₹6,661.18 (0.04%) | L2 | Rejected-Finance L2 |
Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
13 Jul 2026, 3:00 pmClosed
Executive Engineer
WD XXIII,PWD,Bicholim-Goa
Reinstatement of Rural roads and MDR for a length of 21.10.kms in Sankhali constituency of Bicholim Taluka
2026_PWD_30142_1
PWD/WDXXIII/ASW/26-27/F10/S6/2
Open Tender
Civil Works - Roads
Percentage
296 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹3.3 L
28 Aug 2026
8 Jul 2026
15 Jul 2026
8 Jul 2026
13 Jul 2026
8 Jul 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 |
|---|---|---|---|---|---|
| 1 | Excavation for roadway in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements on lines, grades and cross sections, and transporting to the embankement location within all lifts and lead upto 1000 m as per MORTH Specification 301 | 3,542.97 | cum | 18 | ₹63,773.46 |
| 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) . | 2,024.55 | cum | 1,867 | ₹37,79,834.85 |
| 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. | 10,122.75 | Sqm | 631 | ₹63,87,455.25 |
| 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 @ 0.20 kg/sq.m | 10,962.75 | Sqm | 17 | ₹1,86,366.75 |
| 5 | Bituminous 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)
for Grading-I ( 13 mm nominal size ) | 438.51 | cum | 14,079 | ₹61,73,782.29 |
| 6 | Add 1% labour cess | 1 | No | 61,737.82 | ₹61,737.82 |
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_30556.xls
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