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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.2 LAdmitted-Fee/PreQual/Technical/Finance KANCHANPUR NORTH TRIPURA | KANCHANPUR | NORTH TRIPURA | TRIPURA | -36.75% | ₹5.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.3 L+₹19,625.79 (3.81%)Admitted-Fee/PreQual/Technical/Finance | -34.34% | ₹5.3 L+₹19,625.79 (3.81%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹5.5 L+₹39,740.18 (7.72%)Admitted-Fee/PreQual/Technical/Finance VILL GACHIRAM PARA DASDA NORTH TRIPURA | DASDA | NORTH TRIPURA | TRIPURA | -31.87% | ₹5.5 L+₹39,740.18 (7.72%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹5.6 L+₹42,671.84 (8.28%)Admitted-Fee/PreQual/Technical/Finance | -31.51% | ₹5.6 L+₹42,671.84 (8.28%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹5.6 L+₹46,417.84 (9.01%)Admitted-Fee/PreQual/Technical/Finance | -31.05% | ₹5.6 L+₹46,417.84 (9.01%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹8.1 L
EMD Value
₹16,287
Closing Date
6 Aug 2026, 3:00 pmClosed
Executive Engineer, Kanchanpur Division, PWD
O/o Executive Engineer, Kanchanpur Division, PWD
Development of road of the Eden tourist lodge appropach road, under Jampui Hill Sub Division, PWD R and B during the F.Y. 2026 27 SH WBM,Tack coat, re carpeting, seal coating, Pucca and Kacha drain etc.
2026_CEPWD_75162_1
39/EE/KCP/2026-27.
Open Tender
Civil Works - Roads
Percentage
60 days
Kanchanpur
Please refer to Bid Documents
5 documents required · 5 mandatory
₹1,000
₹16,287
7 Aug 2026
31 Jul 2026
6 Aug 2026
31 Jul 2026
6 Aug 2026
1 Aug 2026
1 Aug 2026 - 5 Aug 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 and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification clause 201. (II) By Mechanical Means (A) In area of non- thorny Jungle | - | Hectare | 40,047.3 | - |
| 2 | Maintenance of bituminous surface road
I. 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. | 10.81 | Cum | 17,862.7 | ₹1,93,095.79 |
| 3 | Tack coat using hot straight run bitumen of grade VG-30 on
bituminous surface
Providing and applying tack coat using hot straight run bitumen
of grade VG-30, including heating the bitumen, spraying the
bitumen, cleaning and preparing the existing road surface as per
specifications: On bituminous surface @ 0.50 Kg/ Sqm. | 1,080 | sqm | 41 | ₹44,280 |
| 4 | 20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity grade/ modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscocity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.
Case - II : By Mechanical Means
(I)Bitumen of VG-30 | 1,080 | sqm. | 322 | ₹3,47,760 |
| 5 | Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.
A. By Manual Means
Case-IV: Type D ( premix with fine sand )
(I) Bitumen of VG-30 | 1,080 | sqm. | 77.1 | ₹83,268 |
| 6 | Excavation for structures
A. Without dewatering
Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
II Oridinary rock (not requiring blasting)
(i) Upto 3 m depth | 30 | Cum | 458.2 | ₹13,746 |
| 7 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. I. Sand filling | 9 | Cum | 1,168 | ₹10,512 |
| 8 | Providing concrete for plain concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)
I. P.C.C grade M10
(i) Nominal mix 1:3:6 | 12 | Cum | 9,983.7 | ₹1,19,804.4 |
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