Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹48.8 LAdmitted-Finance | +0.00% | ₹48.8 L | L1 | Admitted-Finance |
| 2 | L2₹50.1 L+₹1.2 L (2.50%)Admitted-Finance | +2.50% | ₹50.1 L+₹1.2 L (2.50%) | L2 | Admitted-Finance |
| 3 | L3₹50.5 L+₹1.7 L (3.50%)Admitted-Finance | +3.50% | ₹50.5 L+₹1.7 L (3.50%) | L3 | Admitted-Finance |
Tender Value
₹48.8 L
EMD Value
₹48,831
Closing Date
11 Aug 2026, 11:00 amClosed
Executive Engineer (Works) Z P Kolhapur
Executive Engineer (Works) Z P Kolhapur
Improvement at Danoli Dhanawade Vasahat Umalwad Udgaon to Datta Shugar Factory ODR No-209 ,Tal-Shirol Dist Kolhapur (CH-9/500 TO 9/905)
2026_KOLHA_1321183_1
E TENDER NOTICE NO 25/2026-27
Open Tender
Civil Works
Percentage
180 days
KOLHAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹8,000
₹48,831
21 Aug 2026
28 Jul 2026
12 Aug 2026
28 Jul 2026
11 Aug 2026
28 Jul 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 catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed all sorts of soils.
Item / Page No : 18 / 24
Specification No : MORTH-301, 309
Spec. Page No : 45-53, 85-89 | 1 | Cubic Metre | 1 | ₹1 |
| 2 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metres including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness, breaking clods, dressing to the required lines, curves, grade and section, watering and compaction with vibratory roller with V-Sat attachment to achive not less than 97 percent of standard proctor density, excetra complete. (Material obtained from Other sources)
Item / Page No : 28 / 25
Specification No : MORTH-305
Spec. Page No : 63-77 | - | Cubic Metre | 1 | - |
| 3 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader/ Paver on prepared surface, mixing by mix in place method with rotavetor at optimum moisture content and compacting with vibratory roller to achieve the desired density, complete as per clause 401. - By Mix in Place Method and grading - I material.
Item / Page No : 4 / 27
Specification No : MORTH-301, 305, 401, 902, 112
Spec. Page No : 45-53, 63-77, 109-111, 417-421, 19-21 | 1 | Cubic Metre | 1 | ₹1 |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification inciuding spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading I Using Screening type-A (13.2 milimetre Aggregate)
Item / Page No : 18 / 29
Specification No : MORTH-401, 402, 404, 902, 112
Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21 | 1 | Cubic Metre | - | - |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading II Using Screening type-B (11.2 milimetre Aggregate)
Item / Page No : 20 / 29
Specification No : MORTH-401, 402, 404, 902, 112
Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21 | 1 | Cubic Metre | - | - |
| 6 | Providing and constructing 75 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of of specified grade at the rate of 2 kilogram per square metre, spreading 12 milimetre size chips, compacting with three wheel static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete. Including picking of existing water bound macadam surface. (Using VG-30 bulk bitumen)
Item / Page No : 35a / 31
Specification No : IRC-SP-20, MORTH-404
Spec. Page No : 215 | - | Square Metre | - | - |
| 7 | Providing and applying tack coat on the prepared surface, heating by flames in boiler and spraying bitumen with sprayer. On dry / hungry black topped surface at the rate of 3.0 killogram per 10 square metre. (Using VG-30 bulk bitumen)
Item / Page No : 31 / 30
Specification No : MORTH-503
Spec. Page No : 168-170 | - | Square Metre | 1 | - |
| 8 | Providing and Laying open graded premix surfacing of 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction, excluding prime / tack coat and seal coat. For Bitumen VG-30 bulk (Grade 60/70) - Using drum mix type hot mix plant without Supervisory Control and Data Acquisition, Paver and vibratory roller. (Over modified penetration macadam surface), including waste plastic to be used in bituminous treatment as per Indian Road Congress Special Publication 98-2013 at the rate of 8 percent by weight of bitumen.
Item / Page No : 12A / 36
Specification No : MORTH-501, 510, 511, 902, 903, 112, IRC-SP-98/2013
Spec. Page No : 149-162, 198-205, 205-207, 417-421, 421-436, 19-21 | - | Square Metre | 1 | - |
| 9 | Providing bituminous type-A liquid seal coat on bituminous surface including supplying all materials and bitumen of VG-30 grade, preparing existing road surface, heating and applying bitumen at the rate of 0.98 kilogram per square metre by mechanical means, spreading chips and rolling by static roller having weight 8 to 10 metric tonne, excetra complete.
Item / Page No : 1 / 35
Specification No : MORTH-511
Spec. Page No : 149-162, 205-207, 198-205, 417-421, 19-21 | - | Square Metre | - | - |
| 10 | Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.
Item / Page No : 29a / 25
Specification No : MORTH-408
Spec. Page No : 139-142 | - | Cubic Metre | - | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 • 0.21 MB
TOC_2026_27.pdf
Tender Documents • 0.22 MB
BOQ_2263657.xls
BOQ • 0.26 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 .