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Tender Value
₹8.7 Cr
EMD Value
₹17.3 L
Closing Date
28 Jul 2026, 6:00 pm
Similar tender results from the same govt authority in the past 3 years.
ACE PWD ZONE AJMER
ACE PWD ZONE AJMER
Construction of various road works in Constituency Jaitaran (BA 2026-27)
2026_CEPWD_569819_2
ACE NIT 09 2026-27
Open Tender
Civil Works
240 days
Jaitaran
AS PER TENDER DOCUMENTS
2 documents required · 2 mandatory
₹5,000
EE PWD Dn Jaitaran
₹17.3 L
Yes
20 Jun 2026
20 Jun 2026
31 Jul 2026
20 Jun 2026
28 Jul 2026
20 Jun 2026
20 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | 1. Garniya to Rajadand
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses & Granular Courses | 86.4 | Cum | 69 | ₹5,961.6 | BI01010001010000000000000515BI0100001113 |
| 2 | 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 MoRTH Specification Clause 201.By Mechanical Means In area of non-thorny jungle | 1.8 | Hect | 10,374 | ₹18,673.2 | BI01010001010000000000000515BI0100001114 |
| 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 50 m as per MoRTH Specification Clause 305.3 | 1,828.13 | Cum | 44 | ₹80,437.5 | BI01010001010000000000000515BI0100001115 |
| 4 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with lead of 1 Km.For Grading-I Material | 562.5 | Cum | 773 | ₹4,34,812.5 | BI01010001010000000000000515BI0100001116 |
| 5 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount 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 MoRTH Specification Clause 401. Grading III | 826.8 | Cum | 407 | ₹3,36,507.6 | BI01010001010000000000000515BI0100001117 |
| 6 | WBM Grading no.1 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 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Mechanical Means | 281.25 | Cum | 928 | ₹2,61,000 | BI01010001010000000000000515BI0100001118 |
| 7 | WBM Grading no.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 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Mechanical Means | 843.75 | cum | 1,002 | ₹8,45,437.5 | BI01010001010000000000000515BI0100001119 |
| 8 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 | 9,900 | Sqm | 28 | ₹2,77,200 | BI01010001010000000000000515BI0100001120 |
| 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | 9,900 | Sqm | 10 | ₹99,000 | BI01010001010000000000000515BI0100001121 |
| 10 | 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 Viscosity 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 MoRTH Specification Clause 510.Case - II By Mechanical Means Bitumen VG30 | 9,900 | Sqm | 124 | ₹12,27,600 | BI01010001010000000000000515BI0100001122 |
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