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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.8 LAccepted-AOC | ₹24.8 L Quoted ₹19.9 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹20.1 L+₹12,636.73 (0.63%)Rejected-AOC | ₹20.1 L+₹12,636.73 (0.63%) | L2 | Rejected-AOC REJECTED |
| 3 | L3₹20.3 L+₹36,907.26 (1.85%)Rejected-AOC | ₹20.3 L+₹36,907.26 (1.85%) | L3 | Rejected-AOC REJECTED |
| 4 | Not Admitted-Fee/PreQual/Technical DIGITAL ATTESTATION BY KRANTIKUMAR PRAKASH MIRAJKAR MAHARASHTRA MH | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹20.1 L
EMD Value
₹21,000
Closing Date
30 Apr 2026, 6:00 pmClosed
EXECUTIVE ENGINEER B and C Z. P. SANGLI
EXECUTIVE ENGINEER B and C Z. P. SANGLI
03 IMPROV OF KUPWAD INDUSTRIAL AREA KAVLAPUR KANDWADI CONNECTING ROAD ODR.131 CH.0.00 TO 1.00 TAL MIRAJ
2026_SANGL_1295193_3
01/2026-2027
Open Tender
Civil Works
Percentage
180 days
SANGLI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹21,000
24 Jul 2026
15 Apr 2026
4 May 2026
15 Apr 2026
30 Apr 2026
15 Apr 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 and grubbing road land including uprooting rank vegitation, grass, bushes, shrubs, sapling and trees of girth upto 300 milimetre, removal of stumps of tree cut earlier and disposal of unserviceable material and stacking serviceable material to be used for auctioned, upto 1000 metres including removal and disposal of top organic soil not exceeding 150 milimetre in thickness.
Item / Page No : 9 / 23
Specification No : MoRTH 201
Spec. Page No : --- | - | per Square Metre | - | - |
| 2 | 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 | - | per Cubic Metre | - | - |
| 3 | 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 | - | per Cubic Metre | - | - |
| 4 | Dressing of side shoulder / scrapping the road side shoulder by mechanical means (by JCB / Douzer) including excavation of raised side shoulders upto 15 centimetre depth including remooving / cutting bushes, grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary, excetra complete as directed by Engineer in-charge.
Item / Page No : 23 / 77
Additional Specifications : The work shall be carried out as per the instructions of Engineer In-Charge. | - | per Square Metre | - | - |
| 5 | 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 | - | per Cubic Metre | - | - |
| 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 | - | per Cubic Metre | - | - |
| 7 | 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 | - | per Square Metre | - | - |
| 8 | 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 | - | per Cubic Metre | - | - |
| 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 | - | per Square Metre | - | - |
| 10 | Providing and constructing 50 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 100 percent crusher broken metal with conical crusher plant, heating and spraying the bitumen of of specified 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 picking of existing water bound macadam surface. (Using VG-30 bulk bitumen)
Item / Page No : 37b / 32
Specification No : IRC-SP-20
Spec. Page No : 215 | - | per Square Metre | - | - |
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