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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹25.0 LAdmitted-Fee/PreQual/Technical/Finance | +5.00% | ₹25.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹25.6 L+₹59,843.17 (2.39%)Admitted-Fee/PreQual/Technical/Finance | +7.51% | ₹25.6 L+₹59,843.17 (2.39%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹23.8 L
EMD Value
₹47,684
Closing Date
7 Sept 2026, 3:00 pmClosed
Executive Engineer PWD R and B Kumarghat Division
Executive Engineer PWD R and B Kumarghat Division
Development of road from NH 08 to Manu river via Saradapally in c allied road at Kumarghat M C T Length 1100 00 mtr under Scheme for Special Assistance to States for Capital Investment for 2026 27 SH Paver Block Patch GSB WBM Carpeting Seal
2026_CEPWD_76514_1
35/EE/KD/2026-27
Open Tender
Civil Works - Roads
Percentage
90 days
Kumarghat
AS per DNIT
4 documents required · 4 mandatory
₹1,000
₹47,684
8 Sept 2026
31 Aug 2026
7 Sept 2026
31 Aug 2026
7 Sept 2026
31 Aug 2026
31 Aug 2026 - 7 Sept 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 | 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. | - | sqm | 1,552 | - |
| 2 | 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 | - |
| 3 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I Sand filling | - | cum | 1,168 | - |
| 4 | 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 | - |
| 5 | 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).
III P.C.C grade M 20
(i) Nominal mix (1:2:4) | - | cum | 10,774.89 | - |
| 6 | 20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity grade/ modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 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 | 336.8 | - |
| 7 | 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.
A) By Manual Means
Case - IV : Type D (premix with fine sand)
(i) Bitumen of VG-30 | - | sqm | 77.1 | - |
| 8 | 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 | - |
| 9 | 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 | - |
| 10 | Tack coat using hot straight run bitumen of grade VG-30 on W.B.M.
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 W.B.M. @ 0.75 kg/ sqm. | - | sqm | 55.2 | - |
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