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Tender Value
₹2.8 Cr
EMD Value
₹5.6 L
Closing Date
27 Jun 2026, 5:00 pmClosed
EXECUTIVE ENGINEER RAND B P DIVISION PALANPUR
Executive Engineer R and B P Division, BANASKANTHA, Jilla Panchayat Bhavan, Palanpur
Construction Of Various Road 1. Deduva Kiyal Thara Rah Road 2. Rah Changada Luvana Morthal Road To Ugmna Vas Hadva Dhani Road 3. Morthal Thara Road to Dharmaji Goliyu 4. Duva Pavdasan To Paviya Goliya Road Pakage GJ04P1 Ta Tharad Dist banaskantha
2026_SRRDA_148360_1
PMGSY IV BATCH1 GJ04P1
Open Tender
Civil Works - Roads
Percentage
WORK
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,600
Executive Engineer R and b P division palanpur
₹5.6 L
SE OFFICE Panchayat R and B Circle GANDHINAGAR
22 Jun 2026
22 Jun 2026
27 Jun 2026
22 Jun 2026
27 Jun 2026
22 Jun 2026
23 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 |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 3.87 | Hect | 35,616.67 | ₹1,37,836.51 |
| 2 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification
Clause 302.3 | 7,661.51 | Cum | 88.81 | ₹6,80,418.7 |
| 3 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 305 | 2,228.02 | cumt | 225.54 | ₹5,02,507.63 |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1and
300.2 as per Technical Specification Clause | 4,762.42 | Cumt | 48.31 | ₹2,30,072.51 |
| 5 | Excavation for NP3 Pipe for Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets 500 mm Dia @ every 200 m remaining stuff. | 646.89 | Rmt | 189.47 | ₹1,22,566.25 |
| 6 | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets 500 mm Dia @ every 200 m remaining stuff. | 255 | Rmt | 1,346.05 | ₹3,43,242.75 |
| 7 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per technical Specification Clause 202 | 52.5 | Cum | 112.44 | ₹5,903.1 |
| 8 | Construction of Sub-grade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause
303.1 | 3,802.55 | Cumt | 220.58 | ₹8,38,766.48 |
| 9 | Construction of Granular sub-base by providing well- graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in place method with rotavator at OMC and compacting smooth wheel roller to achieve the desired density, complete as per clause 401 as per Technical Specification | 3,563.89 | Cumt | 1,160.83 | ₹41,37,070.43 |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill- up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per
Technical Specification Clause 404. | 2,001.68 | Cumt | 1,705.39 | ₹34,13,645.06 |
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details.html
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Tendernotice_1.pdf
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SBD-PKG-I.docx
Tender Documents • 0.55 MB
SEPCIFICATION.docx
Tender Documents • 0.05 MB
CONSOLIDATION-I.pdf
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DTP special condition of contract.pdf
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GOV. GR.pdf
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L028-DWG.pdf
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L032-DWG.pdf
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L057 DWG.pdf
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L085 DWG.pdf
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PKG-I - CONSOLIDATE STATEMENT - 01-06-2026-R2.pdf
Tender Documents • 1.02 MB
SBD-PKG-I.pdf
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SCH-B.pdf
Tender Documents • 0.17 MB
Test schedule GR.pdf
Tender Documents • 6.39 MB
Testing schedule bridge work as per MoRD specification.pdf
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BOQ_232415.xls
BOQ • 0.29 MB
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