Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.7 LAccepted-AOC ADD ANNAPURNA KUNJ SHIVSUNDARI ROAD DIST DUMKA JHARKHAND | ₹54.7 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical VILL POREJOR PO DIGHI SARAIYAHAT DUMKA | DUMKA | JHARKHAND | 814101 | - | - | Rejected-Technical HEIGHEST QUOTED RATE |
| 3 | Rejected-Technical DUMKA JHARKHAND | DUMKA | JHARKHAND | 814101 | - | - | Rejected-Technical HEIGHEST QUOTED RATE |
Tender Value
₹75.0 L
EMD Value
₹1.5 L
Closing Date
28 May 2026, 12:00 pmClosed
EXECUTIVE ENGINEER, RCD, ROAD DIVISION, DUMKA
EXECUTIVE ENGINEER, RCD, ROAD DIVISION, DUMKA
Surface Renewal, Road Marking, Paver Block and Sign Board installation, Painting of Culverts, Bridges and Trees, Flank Maintenance and Cleaning Work in Internal Roads of Bashukinath Dham under Non Plan Head (Shrawani Mela 2026) for the year 2026-27.
2026_CECOM_114217_1
RCD/DUMKA/741
Open Tender
Civil Works
Percentage
60 days
DUMKA
AS PER TENDER DOCUMENT
2 documents required · 2 mandatory
₹10,000
₹1.5 L
6 Jul 2026
19 May 2026
29 May 2026
19 May 2026
28 May 2026
19 May 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 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area SOR-2.02 | 1.2 | hec | 19,760.3 | ₹23,712.36 |
| 2 | Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. SOR-3.16 | 480 | cum | 129.9 | ₹62,352 |
| 3 | By Mix in Place Method-Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. SOR-4.01 B V | 126 | cum | 2,594.67 | ₹3,26,928.42 |
| 4 | Bituminous concrete Grading- II with VG-30 Grade Packed Bitumen
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. SOR-5.05 (B) | 112.2 | cum | 12,600.83 | ₹14,13,813.13 |
| 5 | Tack Coat on Bituminous surfaces
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. SOR-5.02 i | 3,740 | sqm | 12.78 | ₹47,797.2 |
| 6 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) SOR-8.13 | 3,255 | sqm | 584.3 | ₹19,01,896.5 |
| 7 | Providing and fixing Glow studs of size 100X20 mm made of heavy duty body shall be modified ASA ( Acrylic Styrene Acryloretrite) or HIP ( High impact polystyrene) or ABS having electronically welded micro-prismatic lens with abrassion resistant coating as approved by Engineer in charge. The Glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The Slope of retro- reflective surface shall be 35 (+/-5) degree to base. The reflective panels on both sides with atleast 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I:809 as recommended in BS:873 part 4: 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
SOR-DSR 16.50 | 2,335 | each | 180.73 | ₹4,22,004.55 |
| 8 | By Mix in Place Method-Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. SOR-4.01 B V | 150.75 | cum | 2,594.67 | ₹3,91,146.5 |
| 9 | Providing and laying80mm Thk factory made Cement Concrete interlocking paver blocks of M40 Grade made by Block making machine with strong vibratory, compaction of approved size,design and shape,laid in required colour and pattern over bed asper relevant IRC code, filling the joints with fine sand etc all complete as per direction of E/I. SOR-4.23B | 1,005 | sqm | 826.78 | ₹8,30,913.9 |
| 10 | providing P.C.C. M15 with nominal mix (1:2:4) in levelling course in foundation-do-do all complete job SOR-12.08 A case II | 14.21 | cum | 5,127.27 | ₹72,858.51 |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_154249.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.68 MB
BOQ_154249.xls
BOQ • 0.30 MB
Tenderdocument.pdf
Tender Documents • 3.46 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .