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Tender Value
₹21.2 L
EMD Value
₹21,156
Closing Date
17 Jul 2026, 5:00 pm
Addl. CEO, Z.P.Satara
Addl. CEO, Z.P.Satara
IMPROVEMENT TO KONDHAVLE(DNYANESHWARWADI) ROAD TAL-WAI DIST-SATARA
2026_SATAR_1314164_3
Works/North/A-7/03/26-27
Open Tender
Civil Works
KONDHAVLE(DNYANESHWARWADI) ROAD TAL-WAI
Registered Qualified Unemployed Engineers
Class 5A and Above
9 documents required · 9 mandatory
₹1,000
₹21,156
3 Jul 2026
3 Jul 2026
18 Jul 2026
3 Jul 2026
17 Jul 2026
3 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 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 | - | - |
| 2 | Excavation for roadway in hard murum and boulder 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.
Item / Page No : 13 / 24
Specification No : MORTH-301
Spec. Page No : 45-53 | 1 | Cubic Metre | - | - |
| 3 | Excavation for roadway in soft rock, 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 or stacking as directed.
Item / Page No : 14 / 24
Specification No : MORTH-301
Spec. Page No : 45-53 | - | Cubic Metre | 1 | - |
| 4 | 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 | - | - |
| 5 | Excavation for catch / side water gutter in hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.
Item / Page No : 20 / 24
Specification No : MORTH-301, 309
Spec. Page No : 45-53, 85-89 | 1 | Cubic Metre | - | - |
| 6Excavation for catch / side water gutter in soft rock strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. Item / Page No : 21 / 24 Specification No : MORTH-301, 309 Spec. Page No : 45-53, 85-89 | |||||
| 7Providing earth work in embankment with approved materals obtained from departmental land 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 to achive not less than 97 percent of standard proctor density, excetra complete. (Material obtained from departmental Land) Item / Page No : 27 / 25 Specification No : MORTH-305 Spec. Page No : 63-77 | |||||
| 8 | 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 | - | - |
| 9 | 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 | 1 | ₹1 |
| 10Providing and constructing 50 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 specified grade at the rate of 1.75 kilogram per square metre, spreading 12 milimetre size chips, compacting with 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 : 37a / 32 Specification No : IRC-SP-20 Spec. Page No : 215 | |||||
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