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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Fee/PreQual/Technical/Finance EAST RAMCHANDRA GHAT PO RAMCHANDRA GHAT NORTH KHOWAI TRIPURA | KHOWAI | KHOWAI | TRIPURA | +2.00% | ₹1.2 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.2 Cr+₹4.7 L (3.92%)Admitted-Fee/PreQual/Technical/Finance KHOWAI TRIPURA | KHOWAI | TRIPURA | 799201 | +6.00% | ₹1.2 Cr+₹4.7 L (3.92%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.3 L
EMD Value
₹2.3 L
Closing Date
5 Sept 2026, 3:00 pmClosed
The Executive Engineer PWD Khowai Division
O/o the Executive Engineer PWD Khowai Division
Development of road from Marehaduk to Ampura Moglam road L 2.28 Km under Padmabil Block 24 Ramchandraghat constituency during the year 2026 27 SH Patch metalling Re-carpeting seal coat Surface Drain Pucca drain Paver Block etc.
2026_CEPWD_76263_1
53/SE-II/PWD(RandB)/2026-27
Open Tender
Civil Works
Percentage
180 days
Khowai
Please refer Tender documents.
4 documents required · 4 mandatory
₹4,000
₹2.3 L
7 Sept 2026
25 Aug 2026
5 Sept 2026
25 Aug 2026
5 Sept 2026
27 Aug 2026
25 Aug 2026 - 27 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 |
|---|---|---|---|---|---|
| 1Road Work | |||||
| 1.01 | 2) 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 | 5,472 | Sqm | 19.1 | ₹1,04,515.2 |
| 1.02 | Surface Drains
Construction of unlined surface drains of average crosssectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.
(i) Surface Drains in Ordinary Soil
A) Manual Means | 1,200 | Mtr | 114.6 | ₹1,37,520 |
| 1.03 | Maintenance of bituminous surface road using Jhama brick aggregate
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 B.M (using jhama brick aggregate and bitumen of VG-30), after applying prime coat at the bottom and tack coat on sides and on bottom (using bitumen emulsion) and compacting, trimming & finishing the surface to form a smooth continuous surface, all as per MoRD technical specification Clauses 1900, 502, 503 and 504.
By Manual Means | - | Cum | 11,513 | - |
| 1.04 | 2) WBM Grading 3
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, 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.
(A) By manual means | - | Cum | 7,474.1 | - |
| 1.05 | Prime Coat
ii) Medium porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.20 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. | 2,400 | Sqm | 90.7 | ₹2,17,680 |
| 1.06 | 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-35 grade with approved colour, design and pattern. | 562.5 | Sqm | 1,552 | ₹8,73,000 |
| 1.07 | Tack Coat
(ii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503. | 1 | Sqm | 23.3 | ₹23.28 |
| 1.08 | 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 - II : By Mechanical Means
Bitumen of VG-30 | 8,386.88 | Sqm | 404 | ₹33,88,299.52 |
| 1.09 | 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 find sand)
i)Bitumen of VG-30
A) By Manual Means | 8,386.88 | Sqm | 77.1 | ₹6,46,628.45 |
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