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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | +2.70% | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance H NO 58 BHARONIWADA NAVELIM GOA | +4.80% | ₹1.3 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical H NO 17 A NONDEM NETRAVALI SANGUEM GOA | SANGUEM | SOUTH GOA | GOA | - | - | - | Rejected-Technical Incorrect name of work |
| 4 | Rejected-Technical GAONKARWADA | NORTH GOA | GOA | 403001 | - | - | - | Rejected-Technical Incorrect estimated amount |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Incorrect estimated amount |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
21 May 2026, 6:00 pmClosed
Executive Engineer-II
Office of Executive Engineer,WD.II(R),PWD,Panaji.
Improvement and widening of road in Nauxim ward of Bambolim village from main road (Road leading to Donapaula ) to Shri. Sagun Kankonkar house in St. Andre constituency.
2026_PWD_29253_1
PWD/DIV II/R/F-1/ASW/2026-27/04/Line1
Open Tender
Civil Works - Roads
120 days
Office of Executive Engineer, WD.II(R), PWD, Panaji.
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹2.5 L
23 Jun 2026
15 May 2026
22 May 2026
16 May 2026
21 May 2026
16 May 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 | Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30 cm. measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 mt. outside the periphery of the area cleared. (if however, only grass is met with the area will be measured and paid for under item 4001). | 4,000 | sq.m | 10 | ₹40,000 | 4028 |
| 2 | 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 | 1,215 | cu.m | 18 | ₹21,870 | 4114 |
| 3 | 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) . | 525 | cu.m | 1,867 | ₹9,80,175 | 14028 |
| 4 | 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. | 3,045 | sq.m | 631 | ₹19,21,395 | 14086 |
| 5 | 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 | 6,000 | sq.m | 17 | ₹1,02,000 | 14051 |
| 6 | 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 | 240 | cu.m | 14,640 | ₹35,13,600 | 14075 (a) |
| 7 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) | 1,000 | Each | 237 | ₹2,37,000 | 14158 |
| 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 | 300 | sq.m | 469 | ₹1,40,700 | 14140 |
| 9 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 60 | cu.m | 2,211 | ₹1,32,660 | 5035 |
| 10 | Providing & 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: | 401 | cu.m | 6,810 | ₹27,30,810 | 6010 (a) |
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