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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.0 LAdmitted-Fee/PreQual/Technical/Finance VILL PANISAGAR NORTH TRIPURA | PANISAGAR | NORTH TRIPURA | TRIPURA | -30.00% | ₹17.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹17.9 L+₹91,007.74 (5.36%)Admitted-Fee/PreQual/Technical/Finance | -26.25% | ₹17.9 L+₹91,007.74 (5.36%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹20.0 L+₹3.0 L (17.7%)Admitted-Fee/PreQual/Technical/Finance | -17.61% | ₹20.0 L+₹3.0 L (17.7%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹24.3 L
EMD Value
₹48,537
Closing Date
6 Aug 2026, 3:00 pmClosed
Executive Engineer, Kanchanpur Division, PWD
O/o Executive Engineer, Kanchanpur Division, PWD
Development of roads from 1 TD road to Assam Border from Ch.0.00 Km to Ch.0.16 Km Total length 0.16 Km and 2 TD road to Kanajuri from Ch 0.70 km to Ch 0.80 km Total length 0.10 km under Damcherra Sub Division PWD RandB during the year 2026 27. SH
2026_CEPWD_75201_1
25/EE/KCP/2026-27
Open Tender
Civil Works - Roads
Percentage
60 days
Damcherra
Please refer to Bid Documents
5 documents required · 5 mandatory
₹1,000
₹48,537
6 Aug 2026
31 Jul 2026
6 Aug 2026
31 Jul 2026
6 Aug 2026
1 Aug 2026
31 Jul 2026 - 6 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 | 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 | 34.87 | Cum | 458.2 | ₹15,977.43 |
| 2 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. I. Sand filling | 5.28 | Cum | 1,168 | ₹6,167.04 |
| 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 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 | 30.43 | Cum | 8,452.2 | ₹2,57,200.45 |
| 4 | 80 mm thick factory made c.c. interlocking paver block of M-35
Grade
Providing and laying factory made chamfered edge CementConcrete 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-35 grade with approved
colour, design and pattern. | 975 | Sqm | 1,552 | ₹15,13,200 |
| 5 | 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 | 29.58 | Cum | 9,983.7 | ₹2,95,317.85 |
| 6 | Road side Pucca Drains
Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated
material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement)
B. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm)
I. In Ordinary Soil | 96 | m | 3,410.5 | ₹3,27,408 |
| 7 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but
, excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size). | 0.45 | Cum | 16,954.4 | ₹7,629.48 |
| 8 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more | 38.25 | Kg | 103.9 | ₹3,974.18 |
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