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Tender Value
₹33.7 L
EMD Value
₹33,689
Closing Date
20 Jun 2026, 2:00 pm5d left
Additional Chief Executive Officer Z P Satara
Additional Chief Executive Officer Z P Satara
Improvement to VR-59 ODR 6 from Girame mala road Ch 0/00 to 1/500 TAL-Khandala
2026_SATAR_1308482_16
Work/North/L-6/03/Gat-B/26
Open Tender
Civil Works
180 days
Improvement to VR-59 ODR 6 from Girame mala road C
Registered Qualified unemployed Engineers
11 documents required · 11 mandatory
₹3,000
₹33,689
13 Jun 2026
13 Jun 2026
21 Jun 2026
13 Jun 2026
20 Jun 2026
13 Jun 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 |
|---|---|---|---|---|---|---|
| 1Labour charges for removing grass, thorney shurbs, Jungli shurb, Kubabhul and alike grass along roadside making the ground clean by showel and phavaras, excetra complete. Item / Page No : 33 / 157 Additional Specifications : The work shall be done as per instructions of Engineer in charge. | ||||||
| 2 | Picking the road surface including sectioning, excetra complete. (Black topped surface)
Item / Page No : 33 / 25
Specification No : MORTH-501
Spec. Page No : 208 | - | Square Metre | 1 | - | BI01010001010000000000000515BI0100001113 |
| 3 | 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 4 | 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 5Excavation 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 | ||||||
| 6Providing and laying concrete pipes of Indian Standard Non Pressure class of 300 milimetre diameter in proper line, level and slope including necessary collers, excavation, laying, fixing with collers in cement mortar 1:1 and refilling the trench excetra complete. Item / Page No : 9 / 274 Specification No : Bd.V.41 Spec. Page No : 573 | ||||||
| 7Providing, 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 | ||||||
| 8Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 milimetre thick premix carpet and seal coat as per Ministry of Road Transport and Highways specification clause numbers 3004.1 and 3004.2. Item / Page No : 8 / 75 Specification No : MORTH-3004.1, 3004.2 Spec. Page No : 791, 792-793 | ||||||
| 9Providing 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 | ||||||
| 10Providing 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 Spec. Page No : 149-162, 198-205, 205-207, 417-421, 421-436, 19-21, 168-170 | ||||||
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