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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.4 LAccepted-Finance | ₹49.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹50.9 LRejected-Finance | ₹50.9 L | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹49.4 L
EMD Value
₹49,380
Closing Date
18 May 2026, 11:00 amClosed
Executive Engineer (Works) Z P Kolhapur
Executive Engineer (Works) Z P Kolhapur
IMPROVEMENT OF ROAD FROM S.H. 195 PIMPALGAON BU. TO SURUPALI V.R.- 33 CH - 4/690 To 5/000 AT-KAGAL DIST-KOLHAPUR
2026_KOLHA_1299653_9
E TENDER NOTICE NO 04/2026-27
Open Tender
Civil Works
180 days
KOLHAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹8,000
₹49,380
23 May 2026
4 May 2026
19 May 2026
4 May 2026
18 May 2026
4 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Mechanical Means.
Item / Page No : 11 / 23
Specification No : MORTH-301
Spec. Page No : 45-53 | 1 | Cubic Metre | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | 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 | BI01010001010000000000000515BI0100001113 |
| 3 | Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate (V.S.I. grade finely washed crushed sand) conforming to Indian Standard : 383, the size of coarse aggregate not exceeding 25 milimetre, cement content not to be less than 150 kilogram per cubic metre, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant / weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor / by suitable means as approved by Engineer in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required, excetra complete, with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete.
Item / Page No : 13 / 43
Specification No : MORT&H-601
Spec. Page No : ---
Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. | - | Cubic Metre | - | - | BI01010001010000000000000515BI0100001114 |
| 4 | Providing and laying in situ cement concrete M-30 with tremix treatment for 200 milimetre thickness for concrete road including laying plastic sheet of 125 micron thickness with groove cutting of 4 milimetre wide and 20 milimetre deep with necessary refilling with bitumen (excluding reinforcement) with coarse and fine aggregate (V.S.I. grade finely washed crushed sand) excetra complete.
Item / Page No : 22 / 44
Specification No : MORTH 602
Spec. Page No : ---
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in charge. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. | 1 | Cubic Metre | 1 | ₹1 | BI01010001010000000000000515BI0100001115 |
| 5 | Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure class-3 of 600 milimetre diameter in proper line, level and slope excetra complete. (using ARTIFICIAL SAND).
Item / Page No : 14 / 82
Specification No : CD.7
Spec. Page No : 162 | - | Running Metre | - | - | BI01010001010000000000000515BI0100001116 |
| 6 | Supplying reinforced cement concrete Pipe 450 milimetre diameter (NP3) 2.5 metre long at the site of work.
Non-Dsr Item
Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. | - | Running Metre | 1 | - | BI01010001010000000000000515BI0100001117 |
| 7 | 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 8 | Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.
Item / Page No : 30 / 25
Specification No : MORTH-408
Spec. Page No : 139-142 | 1 | Cubic Metre | - | - | BI01010001010000000000000515BI0100001119 |
| 9 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering, excetra complete.
Item / Page No : 31 / 25
Specification No : MORTH-408
Spec. Page No : 139-142 | - | Square Metre | - | - | BI01010001010000000000000515BI0100001120 |
| 10 | 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 | - | - | BI01010001010000000000000515BI0100001121 |
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