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Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
30 Jun 2026, 6:00 pm
EXECUTIVE ENGINEER R AND B PANCHYAT HIMATNAGAR
EXECUTIVE ENGINEER R AND B PANCHYAT HIMATNAGAR
L028-Vijaynagar Khokhara road to Vijaynagar Pal Bhiloda to Pravath road To Damor faliyu Road L030-Dadhvav Piplodi Road to Suka Pada Faliyu Road L048-Dalpatpura approach road To Barot Faliyu L119-Royanmala Khetra Approach road To Damor Vadera Bara Fa
2026_SRRDA_148225_1
GJ21P1BATCH1
Open Tender
Civil Works - Roads
11 days
WORK
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,600
EXECUTIVE ENGINEER R AND B PANCHYAT HIMATNAGAR
₹4.0 L
SE OFFICE AHMEDABAD
11 Jun 2026
11 Jun 2026
1 Jul 2026
11 Jun 2026
30 Jun 2026
11 Jun 2026
15 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 |
|---|---|---|---|---|---|---|
| 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. By Mechanical Means (a) In area of non-thorny jungle. | 1.71 | Hect. | 28,310.03 | ₹48,410.15 | BI01010001010000000000000515BI0100001113 |
| 2 | (Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m) 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 | 6,971.8 | Cum | 21.29 | ₹1,48,429.62 | BI01010001010000000000000515BI0100001118 |
| 3 | Construction of Embankment with Material Obtained from Roadway Cutting
(A) 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 300.1 and 300.2 as per Technical Specification Clause. | 878.75 | Cum | 48.31 | ₹42,452.41 | BI01010001010000000000000515BI0100001122 |
| 4 | Granular Sub-base with Well Graded Material (Table 400.1) 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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. By Mix in Place Method (ii) For Grading II Material | 1,860.5 | Cum | 1,109.17 | ₹20,63,610.79 | BI01010001010000000000000515BI0100001123 |
| 5 | Water Bound Macadam Sub-base/base (Grading 2) Providing, laying, spreading and compacting 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. By Manual Means | 688.57 | Cum | 1,715.36 | ₹11,81,145.44 | BI01010001010000000000000515BI0100001124 |
| 6 | Water Bound Macadam Sub-base/base (Grading 3) Providing, laying, spreading and compacting 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. | 921.22 | Cum | 1,871.79 | ₹17,24,330.38 | - |
| 7 | Construction of Shoulders as per Technical Specification Clause 407. Hard Shoulders 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 with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 499.63 | Cum | 816.09 | ₹4,07,743.05 | - |
| 8 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 8,013.75 | Sqmt | 16.31 | ₹1,30,704.26 | - |
| 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. | 8,013.75 | Sqmt | 120.86 | ₹9,68,541.83 | - |
| 10 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 | 8,013.75 | Sqmt | 49.22 | ₹3,94,436.77 | - |
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PMGSYIVGJ21P1_SBD for PMGSY works - PMGSY-IV-(B-1)-2026-27-GJ-21-P1.pdf
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PMGSYIVGJ21P1_Section 5 - Drg - PMGSY-IV-(B-1)-2026-27-GJ-21-P1.pdf
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PMGSYIVGJ21P1_Section 5 - MORD Specifications.pdf
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PMGSYIVGJ21P1_Section 5 - Testing Frequency - Section-1800.pdf
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