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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.9 LAdmitted-Finance | +0.00% | ₹19.9 L | L1 | Admitted-Finance |
| 2 | L2₹20.4 LAdmitted-Finance | +2.60% | ₹20.4 L | L2 | Admitted-Finance |
| 3 | L3₹20.6 LAdmitted-Finance | +3.40% | ₹20.6 L | L3 | Admitted-Finance |
Tender Value
₹19.9 L
EMD Value
₹19,919
Closing Date
18 May 2026, 11:00 amClosed
Executive Engineer (Works) Z P Kolhapur
Executive Engineer (Works) Z P Kolhapur
Improvement from O.D.R 67 to Shindewadi Road V.R. 21 Ch.0/00 to 0/400 Taluka Karveer, District Kolhapur.
2026_KOLHA_1299754_10
E TENDER NOTICE NO 08/2026-27
Open Tender
Civil Works
180 days
KOLHAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹19,919
29 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 foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. - (Lift upto 1.5 metre) By Mechanical Means
Item / Page No : 2 / 153
Specification No : Bd.A.1
Spec. Page No : 259 | - | Cubic Metre | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | Scarifying the existing granular road surface to a depth of 50 milimetre and disposal of scarified material within all lifts and leads upto 1000 metres.
Item / Page No : 9 / 28
Specification No : MORTH- 305.4.3
Spec. Page No : 72 | - | Square Metre | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | Supplying trap metal of required size by bringing the boulders / rubble at the road side breaking them to required gradation including conveying the boulders / rubble and stacking the broken metal, excetra complete. (Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements) - 40 milimetre metal, by breaking boulders. (Hand broken).
Item / Page No : 57 / 346
Additional Specifications : 1. Work shall be carried out as per the instructions of Engineer In-Charge. 2. Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements. | - | Cubic Metre | 1 | - | BI01010001010000000000000515BI0100001114 |
| 4 | Spreading 40 milimetre metal for road work including sectionong, excetra complete as directed by Engineer in charge.
Item / Page No : 58 / 346
Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. | - | Cubic Metre | 1 | - | BI01010001010000000000000515BI0100001115 |
| 5 | Supplying soft murum at the road site, including conveying and stacking, excetra complete.
Item / Page No : 29b / 25
Specification No : MORTH-408
Spec. Page No : 139-142 | 1 | Cubic Metre | 1 | ₹1 | BI01010001010000000000000515BI0100001116 |
| 6 | 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 | 0.8 | Cubic Metre | - | - | 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 | 0.4 | Cubic Metre | - | - | BI01010001010000000000000515BI0100001118 |
| 8 | Compacting the sub grade / gravel / size metal (100 milimetre loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
Item / Page No : 61 / 346
Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. | 1 | Square Metre | 1 | ₹1 | BI01010001010000000000000515BI0100001119 |
| 9 | 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
Spec. Page No : 215 | 1 | Square Metre | - | - | BI01010001010000000000000515BI0100001120 |
| 10 | Providing and constructing 50 milimetre thick Modified Penetraction Macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone layers metal 30 percent crusher broken metal plus 70 percent hand broken metal (By breaking Rubble obtained by blasting), heating and spraying the bitumen of VG-30 grade at the rate of 1.75 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 applying tack coat at the rate of 0.30 kilogram per square metre on existing bitumen surface. (For Repair works only) (using VG-30 bulk bitumen)
Item / Page No : 35 / 80
Specification No : IRC-SP-20
Spec. Page No : 215
Additional Specifications : The work shall be carried out as per the instructions of Engineer In-Charge. | - | Square Metre | 1 | - | BI01010001010000000000000515BI0100001121 |
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