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Tender Value
Refer Docs
EMD Value
₹12,674
Closing Date
29 Aug 2026, 5:00 pmDue tomorrow
Additional Chief Executive Officer Z P Satara
Additional Chief Executive Officer Z P Satara
IMPROVEMENT ROAD GROUND TO SANTOSH PAWAR HOUSE AT VATOLE TAL PATAN DONGRI VIKAS NIDHI 2025-2026
2026_SATAR_1328363_7
No/Works/South/A-2/ET/111/2026 (1 st Time)-
Open Tender
Civil Works
Percentage
180 days
IMPROVEMENT ROAD GROUND TO SANTOSH PAWAR HOUSE AT
Unemploued engineers
9 documents required · 9 mandatory
₹1,180
₹12,674
15 Aug 2026
15 Aug 2026
31 Aug 2026
15 Aug 2026
29 Aug 2026
15 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 |
|---|---|---|---|---|---|
| 1Excavation 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 | |||||
| 2Excavation 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 | |||||
| 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 | - |
| 4Excavation for roadway in hard rock by wedging and chiselling or line drilling 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 : 16 / 24 Specification No : MORTH-301 Spec. Page No : 45-53 Additional Specifications : The work shall be done as per instructions of Engineer in charge. | |||||
| 5 | Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-2 of 450 milimetre diameter in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing, excetra complete. (using ARTIFICIAL SAND).
Item / Page No : 8 / 81
Specification No : CD.7
Spec. Page No : 162 | - | Running Metre | 1 | - |
| 6Excavation 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 | |||||
| 7Providing, 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 | |||||
| 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 | 1 | Cubic Metre | - | - |
| 9.01 | Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.
Item / Page No : 4 / 0
Additional Specifications : 1. The amount of laboratory testing charges will be paid to contractor only after submission of the original receipt from the Vigillence and Quality Control Office with the name of work mensioned on it. 2. Above / below percentage quoted by the contractor will not be applicable for this item.Sieve Analysis Test for Metal below 40 milimetre
1 Test per 100.00 Cubic Metre | - | Number | - | - |
| 9.02 | Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal below 40 milimetre
1 Test per Source | - | Number | - | - |
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