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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.0 LAccepted-AOC LAXMINARAYAN BARI ROAD BANAMALIPUR AGARTALA WEST TRIPURA | AGARTALA | WEST TRIPURA | TRIPURA | 799001 | ₹64.0 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical 730 PABIACHERRA KUMARGHAT UNAKOTI TRIPURA | KUMARGHAT | UNAKOTI | TRIPURA | 799264 | - | - | Rejected-Technical RESPONSIVE |
Tender Value
₹68.0 L
EMD Value
₹1.4 L
Closing Date
7 Aug 2026, 3:00 pmClosed
Executive Engineer, Agartala Division No.I
Executive Engineer, Agartala Division No.I
Development of Internal Road of North Gate to L.N Bari via Town Hall SH Overlaying of Bituminous concrete and other allied items
2026_CEPWD_75106_1
33/SE-II/PWD(RandB)/2026-27
Open Tender
Civil Works - Roads
Works
120 days
AGARTALA
Please refer Tender documents.
8 documents required · 8 mandatory
₹4,000
₹1.4 L
12 Sept 2026
30 Jul 2026
7 Aug 2026
30 Jul 2026
7 Aug 2026
30 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 | Tack Coat
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503. | 4,000 | sqm | 19.3 | ₹77,200 |
| 2 | Bituminous Concrete
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, 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.
B. Grading II With Viscosity Graded Bitumen of VG-30. | 135 | cum | 22,111.9 | ₹29,85,106.5 |
| 3 | By Mix in Place Method
Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.
(i) For Grading I Material | 50 | cum | 6,810.85 | ₹3,40,542.5 |
| 4 | Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Technical Specification Clause 504.
i. With Viscosity Graded Bitumen of VG-30. | 75 | cum | 16,879.85 | ₹12,65,988.75 |
| 5 | 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. | 405 | sqm | 721.9 | ₹2,92,369.5 |
| 6 | Scarifying Existing Bituminous Surface to a depth of 150 mm by Mechanical Means
Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per MoRD Technical Specification Clause 301.4. | 500 | sqm | 10.2 | ₹5,100 |
| 7 | Wet Mix Macadam
Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base/ base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per MoRD Technical Specification Clause 406.
By Mechanical Means with 1.00 km lead | 50 | cum | 7,325.2 | ₹3,66,260 |
| 8 | Prime Coat
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. | 500 | sqm | 73.7 | ₹36,850 |
| 9 | Maintenance of bituminous surface road
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. | 30 | cum | 18,402.05 | ₹5,52,061.5 |
| 10 | Providing and fixing chequered terrazo tiles 22 mm thick with graded marble chips of size upto 6 mm, laid on floors, footpath & courtyard on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and polishing etc. all complete as per direction of Engineer-in-charge.
Light shade pigment using white cement | 336 | sqm | 1,291.6 | ₹4,33,977.6 |
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