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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | ₹4.0 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹4.1 LRejected-Finance 4 2307 13 GOKULWADI SANKHALI GOA | SOUTH GOA | GOA | 403103 | ₹4.1 L | L2 | Rejected-Finance RECOMMENDED TO M/s. S.N.P. Construction |
Tender Value
₹3.9 L
EMD Value
₹7,815
Closing Date
23 Feb 2026, 3:00 pmClosed
EXECUTIVE ENGINEER,DIV XXIII(R)
WD XXIII,PWD,Bicholim-Goa
Repair and Hotmixing of Rural road for length of 0.1 kms from rural road (67993) to Shri Shantadurga Temple in Naroa VP of Mayem constituency in Bicholim Taluka.
2026_PWD_27867_1
PWDWDXXIII/ASW/25-26/F10/S2/L1
Open Tender
Civil Works - Roads
90 days
Bicholim Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹7,815
11 Mar 2026
19 Feb 2026
24 Feb 2026
19 Feb 2026
23 Feb 2026
19 Feb 2026
Cleaning of the existing black topped surface with brooms, soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. etc. complete
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) .
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.
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
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 Mechanical paver finisher 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
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