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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance | -30.01% | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.7 Cr+₹48.6 L (15.2%)Admitted-Finance | -19.36% | ₹3.7 Cr+₹48.6 L (15.2%) | L2 | Admitted-Finance |
Tender Value
₹4.6 Cr
EMD Value
₹9.1 L
Closing Date
24 Mar 2026, 5:00 pmClosed
Executive Director (P)
3rd floor, UD bhawan, NHIDCL office, Agartala3rd floor, UD bhawan, NHIDCL office, Agartala
STMC Mung Champak in various stretch from km 422 to 423 km 436.7 to 437.5 km 437.75 to 438 km 438.34 to 443 km 444 to 445 km 453 to 455 Total Len 9.7 km and road safety km 422 to 456.5 Len 34.5 km in Tripura in 25 26 on percentage work order basis
2026_NHIDC_900998_1
NHIDCL/RO Agt/T/SR/Mun-Cha/2025 26/770
Open Tender
Civil Works - Highways
Percentage
365 days
Tripura
As per RFP
4 documents required · 4 mandatory
₹11,800
Executive Director (P)
₹9.1 L
NHIDCL, RO-Agartala
23 Apr 2026
3 Mar 2026
25 Mar 2026
3 Mar 2026
24 Mar 2026
3 Mar 2026
9 Mar 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 | Clearing Grass and Removal of Rubbish : Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRT&H Technical Specification Clause 201. | - | Ha | 28,638.7 | - |
| 2 | Providing and laying dense graded bituminous macadam with 40-60 TPH batch type HMP producing an average output of 50 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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 MoRT&H specification clause No. 505 complete in all respects.
Grading II (For layer thickness 50 - 75 mm) i. With Viscosity Graded Bitumen of VG-30. | 356 | cum | 17,920.7 | ₹63,79,769.2 |
| 3 | Bituminous concrete, 30mm:
Providing and laying bituminous concrete with 40-60 TPH 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. Grading -II: With VG-30- 30mm thickness. | 1 | cum | 0.52 | ₹0.52 |
| 4 | Granular Sub-base with Well Graded Material (Table 400.1) 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 vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401.
(III)For Grading III Material | 778 | Cum | 6,137.8 | ₹47,75,208.4 |
| 5 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406. | - | cum | 6,750.7 | - |
| 6 | Tack Coat:
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503. | - | sqm | 17.3 | - |
| 7 | 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 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502. | 7,120 | sqm | 52.5 | ₹3,73,800 |
| 8 | Providing and placing gunny/ polythene (of minimum wallthickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification. | 12,000 | No. | 45.5 | ₹5,46,000 |
| 9 | Road Markers/Road Stud with Lense Reflector: Providing and fixing of road stud 100 x 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. | 6,785 | No. | 195.1 | ₹13,23,753.5 |
| 10 | 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. | 11,717.6 | sqm | 721.9 | ₹84,58,935.44 |
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