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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.8 LAdmitted-Fee/PreQual/Technical/Finance | -33.77% | ₹15.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹16.2 L+₹39,580.84 (2.51%)Admitted-Fee/PreQual/Technical/Finance | -32.11% | ₹16.2 L+₹39,580.84 (2.51%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹16.9 L+₹1.1 L (6.84%)Admitted-Fee/PreQual/Technical/Finance | -29.24% | ₹16.9 L+₹1.1 L (6.84%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹17.2 L+₹1.4 L (8.88%)Admitted-Fee/PreQual/Technical/Finance | -27.89% | ₹17.2 L+₹1.4 L (8.88%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹18.7 L+₹2.9 L (18.1%)Admitted-Fee/PreQual/Technical/Finance | -21.75% | ₹18.7 L+₹2.9 L (18.1%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹23.8 L
EMD Value
₹47,688
Closing Date
10 Aug 2026, 3:00 pmClosed
executive engineer PWD(RnB) Kanchanpur Div
O.o the executive engineer PWD(RnB) Kanchanpur Div
SH WBM 3, Carpeting, Seal Coat etc portion from Ch 0.000km to Ch 1.000km
2026_CEPWD_75282_1
62/EE/KCP/2026-27
Open Tender
Civil Works - Roads
Percentage
120 days
Kanchanpur
Please refer to Bid documents
5 documents required · 5 mandatory
₹1,000
₹47,688
11 Aug 2026
3 Aug 2026
10 Aug 2026
3 Aug 2026
10 Aug 2026
4 Aug 2026
3 Aug 2026 - 10 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 | 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 | - |
| 2 | WBM Grading -3
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to 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. | 1 | Cum | 7,474.1 | ₹7,466.63 |
| 3 | Premix carpet
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 viscocity 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 | 3,750 | Sqm | 336.8 | ₹12,63,000 |
| 4 | Tack coat
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. | 506.25 | Sqm | 55.2 | ₹27,945 |
| 5 | Tack coat
Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface 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 bituminous surface @ 0.50 Kg/Sqm. | 3,243.75 | Sqm | 41 | ₹1,32,993.75 |
| 6 | 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
A. Manual Means.
Case - IV : Type D (premix with fine sand)
(I)Bitumen of VG-30 | 3,750 | Sqm | 77.1 | ₹2,89,125 |
| 7 | Surface Drains
Construction of unlined surface drains of average cross-sectional 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 | 100 | mtr | 114.6 | ₹11,460 |
| 8 | Road Markers/Road Stud with Lens Reflector
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973 | 40 | No | 195.1 | ₹7,804 |
| 9 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and MoRD Technical Specification Clause 1702. | 200 | Sqm | 126.6 | ₹25,320 |
| 10 | 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) Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm)
I.In Ordinary Soil | 80 | mtr | 4,215.23 | ₹3,37,218.4 |
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