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Tender Value
₹41.6 L
EMD Value
₹83,284
Closing Date
24 Aug 2026, 3:00 pmDue today
Executive Engineer,Amarpur Division,PWD(R and B),A
O/o the Executive Engineer,Amarpur Division,PWD(R and B),Amarpur,Gomati Tripura
Development of road from Amarpur(Fatik Sagar) to Chabimura(Ch.3.20 km to 4.20 km) under Amarpur RD Block during the year 2026-27/SH- RCC drain, Grouting, PMC, sand seal coat and allied work etc.
2026_CEPWD_75800_1
27/NIT/SE-III/R/2026-27
Open Tender
Civil Works - Roads
Percentage
90 days
Amarpur Gomati Tripura
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
₹83,284
13 Aug 2026
13 Aug 2026
24 Aug 2026
13 Aug 2026
24 Aug 2026
13 Aug 2026
13 Aug 2026 - 24 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 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 MoRT&H Technical Specification clause 201.
(I) By Manual Means
(A) In area of light jungle | - | Hec | 86,289.2 | - |
| 2 | 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 | - | Cum | 17,862.7 | - |
| 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. | - | sqm | 41 | - |
| 4 | 25 mm thick Open-Graded Premix Carpet using Bituminous(Viscosity grade/ modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity 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 - I By Manual Means
I) Bitumen of VG-30 | - | Sqm | 404 | - |
| 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.
Case - IV : Type D (premix with fine sand)
I) Bitumen of VG-30 | - | Sqm | 77.1 | - |
| 6 | Seal coat on old bituminous road surface
Sand seal coat on old bituminous road surface by applying Viscosity Graded (VG-30) bitumen @ 1.00 kg per sqm using rubber brush after proper cleaning of the road surface and spreading of river sand @0.06 cum/10 sqm complete as per specification and direction of the Engg.-in-Charge. | - | Sqm | 98.9 | - |
| 7 | Hill Side Drain Clearance
Removal of earth from the choked hill side drain and disposing it on the valley side manually as per MoRT&H technical specification Clause 3000. | - | Mtr | 57.3 | - |
| 8 | Removal of Unsuitable Soil with Disposal upto 1000 m
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment / subgrade, replacement by suitable soil, which shall be paid separately as per MoRD Technical Specification Clause 303.5.2 and as per MoRD Technical Specification Clause 302.3.11. | 1 | Cum | 44.1 | ₹44.06 |
| 9 | 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.Ordinary Soili)Upto 3 m depth | - | Cum | 458.2 | - |
| 10 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.i)Sand filling | - | Cum | 1,168 | - |
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