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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.7 LAccepted-AOC NORTH BANK DHANI SAGAR UDAIPUR GOMATI DIST | GOMATI | TRIPURA | 799013 | ₹93.7 L | L1 | Accepted-AOC Being 1st Lowest |
| 2 | L2₹94.7 LRejected-AOC JAIL ASHRAM RD WARD NO 25 AGT MC WEST TRIPURA | ₹94.7 L | L2 | Rejected-AOC Being 2nd Lowest |
| 3 | L3₹100.0 LRejected-AOC BADARMOKAM PO R K PUR GOMATI DISTRICT TRIPURA | ₹100.0 L | L3 | Rejected-AOC Being 3rd Lowest |
| 4 | L4₹1.0 CrRejected-AOC SONAMURA UDAIPUR GOMATI DISTRICT TRIPURA | UDAIPUR | GOMATI | TRIPURA | ₹1.0 Cr | L4 | Rejected-AOC Being 4th Lowest |
| 5 | L5₹1.2 CrRejected-AOC SOUTH INDRANAGAR ITI ROAD NEAR KATHKHAL BRIDGE AGARTALA WEST TRIPURA | AGARTALA | WEST TRIPURA | TRIPURA | ₹1.2 Cr | L5 | Rejected-AOC Being 5th Lowest |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
29 Jan 2026, 3:00 pmClosed
The Executive Engineer, PWD, Udaipur Division
Executive Engineer, PWD, Udaipur Division.
Grouting, BC and Road marking etc.
2026_CEPWD_69366_1
61/NIT/SE-III/R/2025-26
Open Tender
Civil Works - Roads
180 days
Udaipur
Refer to DNIT Documents.
7 documents required · 7 mandatory
₹4,000
₹2.9 L
4 Jun 2026
17 Jan 2026
29 Jan 2026
17 Jan 2026
29 Jan 2026
17 Jan 2026
Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504.
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 Percent of mix and filler, ransporting 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. B. Grading II, i. With Viscosity Graded Bitumen of VG-30.
Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface. Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, 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 MoRT&H Technical Specification Clause 803.
Maintenance of Earthen shoulder (Stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.
Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL) M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and MoRD Technical Specification Clause 1401.6. A. In Ordinary Soil
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