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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAccepted-Finance | ₹15.4 L | L1 | Accepted-Finance VALID |
| 2 | L2₹15.7 L+₹26,318.03 (1.71%)Accepted-Finance | ₹15.7 L+₹26,318.03 (1.71%) | L2 | Accepted-Finance VALID |
| 3 | L3₹15.8 L+₹43,347.35 (2.81%)Accepted-Finance | ₹15.8 L+₹43,347.35 (2.81%) | L3 | Accepted-Finance VALID |
Tender Value
₹15.5 L
EMD Value
₹16,000
Closing Date
25 Aug 2026, 5:00 pmClosed
EXECUTIVE ENGINEER B and C Z. P. SANGLI
EXECUTIVE ENGINEER B and C Z. P. SANGLI
04 IMPROVEMENTS TO O.D.R.113 TO KAVALAPUR DATTA VASTI V.R.260 CH 1.00 TO 1.500 AT KAVALAPUR TAL MIRAJ
2026_SANGL_1326868_4
09-2026-2027
Open Tender
Civil Works
Percentage
180 days
SANGLI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹16,000
8 Sept 2026
10 Aug 2026
27 Aug 2026
10 Aug 2026
25 Aug 2026
10 Aug 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 : --- | 135 | per Square Metre | 12.6 | ₹1,701 |
| 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 | 137.34 | per Cubic Metre | 124.9 | ₹17,153.77 |
| 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 | 48.6 | per Cubic Metre | 124.9 | ₹6,070.14 |
| 4 | 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 | 470.88 | per Cubic Metre | 849.95 | ₹4,00,224.46 |
| 5 | 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 | 470.88 | per Cubic Metre | 82.9 | ₹39,035.95 |
| 6 | 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 | 2,354.4 | per Square Metre | 22.05 | ₹51,914.52 |
| 7 | 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-B (11.2 milimetre Aggregate)
Item / Page No : 19 / 29
Specification No : MORTH-401, 402, 404, 902, 112
Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21 | 107.91 | per Cubic Metre | 2,894 | ₹3,12,291.54 |
| 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 | 49.05 | per Cubic Metre | 2,894 | ₹1,41,950.7 |
| 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 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 applying tack coat of specified grade bitumen at the rate of 0.30 kilogram per square metre on existing bitumen surface. (Using VG-30 bulk bitumen)
Item / Page No : 36a / 31
Specification No : IRC-SP-20
Spec. Page No : 215 | 654 | per Square Metre | 416.5 | ₹2,72,391 |
| 10 | 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)
Item / Page No : 12 / 36
Specification No : MORTH-501, 510, 511, 902, 903, 112, MORTH-503, MORTH-511
Spec. Page No : 149-162, 198-205, 205-207, 417-421, 421-436, 19-21, 168-170, 149-162, 205-207, 198-205, 417-421, 19-21 | 664.5 | per Square Metre | 410.7 | ₹2,72,910.15 |
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