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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Fee/PreQual/Technical/Finance DASDA BAZAR KANCHANPUR NORTH TRIPURA | KANCHANPUR | NORTH TRIPURA | TRIPURA | -26.11% | ₹1.1 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.2 Cr+₹11.1 L (10.4%)Admitted-Fee/PreQual/Technical/Finance JALABASA PANISAGAR NORTH TRIPURA | NORTH TRIPURA | TRIPURA | 799250 | -18.41% | ₹1.2 Cr+₹11.1 L (10.4%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.2 Cr+₹11.9 L (11.1%)Admitted-Fee/PreQual/Technical/Finance CHANDRAPUR ASHRAM ROAD DHARMANAGAR NORTH TRIPURA | CHANDRAPUR | MAHARASHTRA | 441205 | -17.89% | ₹1.2 Cr+₹11.9 L (11.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.3 Cr+₹18.9 L (17.7%)Admitted-Fee/PreQual/Technical/Finance JAGATPUR MOHANPUR WEST TRIPURA 799211 | MOHANPUR | WEST TRIPURA | TRIPURA | 799211 | -13.01% | ₹1.3 Cr+₹18.9 L (17.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹1.3 Cr+₹23.3 L (21.8%)Admitted-Fee/PreQual/Technical/Finance PANISAGAR NORTH TRIPURA OPPOSITE TO SDPO OFFICE | PANISAGAR | NORTH TRIPURA | TRIPURA | -9.99% | ₹1.3 Cr+₹23.3 L (21.8%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
31 Aug 2026, 3:00 pmClosed
the Executive Engineer
Oo. the Executive Engineer, PWD (RnB) Division, Dharmanagar, North Tripura
GSB, WBM, 80 MM Paver Block and Cross Drainaige Structurtes and Protection Works etc
2026_CEPWD_76235_1
20/SE(I)/PWD(RndB)/KGT/2026-27
Open Tender
Civil Works - Roads
Percentage
150 days
Dharmanagar
Please refer Tender documents.
7 documents required · 7 mandatory
₹4,000
₹2.9 L
31 Aug 2026
24 Aug 2026
31 Aug 2026
24 Aug 2026
31 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 | 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. | - | Sqm | 10.2 | - |
| 2 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRD Technical Specification Clause
303.1. | - | Cum | 233.8 | - |
| 3 | 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 (Jhama Brick Aggregate, Grading I, as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the
interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.
(i) For Grading - I Material (jhama brick aggreate) | - | Cum | 4,720.7 | - |
| 4 | (iii) 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 to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 3' as per MoRD Technical Specification Clause 405.
(A) By Manual Means | - | Cum | 8,452.2 | - |
| 5 | Repairs of damages caused by rain/spillage of water
Preparation and surface treatment of formation by removing mud and slurry,watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile an rolling with three wheel 80 100 kN static roller, complete as per Technical Specification Clause 301.5.5.1. | - | Sqm. | 2.5 | - |
| 6 | 80 mm thick factory made c.c. interlocking paver block of M-35 Grade
Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:
(a) 80 mm thick c.c. paver block of M-3 grade with approved colour, design and pattern. | - | Sqm. | 1,552 | - |
| 7 | Excavation for Structures
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.
A. Ordinary Soil
(i) Upto 3 m depth | - | Cum | 458.2 | - |
| 8 | Filling in foundation trenches as per drawing & MoRD
technical specification Clause 305.3.9, 1200
I Sand Filling | - | Cum | 1,168 | - |
| 9 | Providing concrete for plain/reinforced 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 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure as per MoRD technical specification Clauses 613.4 & 1204. | 1 | Sqm. | 223.2 | ₹222.98 |
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