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Tender Value
₹2.7 Cr
EMD Value
₹5.5 L
Closing Date
5 Aug 2026, 12:00 pmClosed
EXECUTIVE ENGINEER RAND B P DIVISION PALANPUR
Executive Engineer R and B P Division, BANASKANTHA, Jilla Panchayat Bhavan, Palanpur
Construction Of Various Road in Tharad Taluka Dist. Banaskantha. Pakage GJ04P5(Total 4 Roads 8.19 Km) Ta Tharad Dist banaskantha
2026_SRRDA_148827_1
PMGSY IV BATCH1 GJ04P5
Open Tender
Civil Works - Roads
Percentage
Work
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,600
Executive Engineer Panchayat R AND B Division Pal
₹5.5 L
28 Jul 2026
28 Jul 2026
5 Aug 2026
28 Jul 2026
5 Aug 2026
28 Jul 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 & Grubbing road land including uprooting rank vegation grass bushes shrabs saplings and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials.( C ) By Mechanical 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 all lead and lifts including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 5.2 | Hect. | 34,284.04 | ₹1,78,277.01 |
| 2 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections icluding loosening, leveling, and compaction of the 300 mm thick cleared ground subgrade to the specified density at Optimum Moisture Content (OMC) and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 12,159.3 | Cmt. | 21.29 | ₹2,58,871.5 |
| 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 all lead and lifts as per Technical Specification Clause 301.5 | 3,420.83 | Cmt. | 225.54 | ₹7,71,534 |
| 4 | Construction of subgrade and earthen shoulders 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 all lead and lift as per Technical Specification Clause 303.1. (PMGSY SOR It.No.3.14) | 2,252.25 | Cmt. | 220.58 | ₹4,96,801.31 |
| 5 | Construction of granular sub-base GSB-I 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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 5,113.56 | Cmt. | 1,087.68 | ₹55,61,916.94 |
| 6 | Providing, laying, spreading and compacting WBM-II stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 405. | 2,747.67 | Cmt. | 1,786.46 | ₹49,08,602.55 |
| 7 | Providing, laying, spreading and compacting WBM-III stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 2,563.38 | Cmt. | 1,928.93 | ₹49,44,580.58 |
| 8 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 31,721.5 | Smt. | 11.86 | ₹3,76,216.99 |
| 9 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. | 31,721.5 | Smt. | 118 | ₹37,43,137 |
| 10 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510. | 31,721.5 | Smt. | 47.16 | ₹14,95,985.94 |
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details.html
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Tendernotice_1.pdf
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technicalbid_CircularroadsigngesPMGSY.pdf
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technicalbid_DTPChecklist.pdf
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technicalbid_final SBD PMGSY IV.pdf
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technicalbid_GR PMGSY.pdf
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technicalbid_L022Junction.pdf
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technicalbid_PMGSYSBD Con meintenance.pdf
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technicalbid_PNP1L022.pdf
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technicalbid_RSAPlan.pdf
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technicalbid_Schedule B Maintenanace.pdf
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technicalbid_Specification index.pdf
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technicalbid_TCS.pdf
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technicalbid_TESTINGSCHEDULE.pdf
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technicalbid_TestscheduleGR.pdf
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BOQ_234071.xls
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