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Tender Value
₹98.4 L
EMD Value
₹2.0 L
Closing Date
17 Aug 2026, 3:00 pmClosed
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 Gramin bank road to Mailak RCC Bridge (L-0.750 km) under Amarpur RD Block during the year 2026-27/SH-GSB,WBM-II,WBM-III, DBM,BC and RCC work etc.
2026_CEPWD_75525_1
23/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
₹4,000
₹2.0 L
7 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
7 Aug 2026 - 17 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 | Granular Sub-base with Well Graded Material (Table 400.1)
(A) 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 | - | cum | 6,398.7 | - |
| 2 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with
smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 2' as per MoRD Technical Specification Clause 405. By Manual Means | - | cum | 8,318.7 | - |
| 3 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with
smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 3' as per MoRD Technical Specification Clause 405. By Manual Means | - | sqm | 8,452.2 | - |
| 4 | Semi-Dense Bituminous Concrete Providing and laying semi-dense bituminous concrete with
100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5.0 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. 507 complete in all respects.B. Grading I (i) With Viscosity Graded Bitumen of VG-30. | - | cum | 19,305.4 | - |
| 5 | 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 | - | cum | 21,523.4 | - |
| 6 | 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. | - | sqm | 19.1 | - |
| 7 | 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. I) Ordinary Soil i) Upto 3 m depth | - | cum | 458.2 | - |
| 8 | Sand filling
Filling in foundation trenches as per drawing &MORD technical specification clauses 305.3.9, 12001) Sand filling. | - | cum | 1,168 | - |
| 9 | P.C.C. Grade M10
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 M 10 (i)Nominal mix 1:3:6 | - | cum | 9,983.7 | - |
| 10 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork asper drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (includingcentering, shuttering, staging etc. but excluding reinforcement)V. R.C.C grade M 20 | 0.4 | cum | 11,091.4 | ₹4,436.56 |
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