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Tender Value
₹16.8 Cr
EMD Value
₹33.7 L
Closing Date
22 Jul 2026, 6:00 pm
The ACE PWD Zone -2 Jaipur
The ACE PWD Zone -2 Jaipur
Construction of Road from Kushalgarh Tiraya to Thanku Board Thanagazi Via Bharthari At alwar
2026_CEPWD_572168_1
02-12/2026-27 ace pwd zone 2 jaipur
Open Tender
Civil Works
300 days
Thanagazi - Bhratri-kushalgarh-alwar
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
The EE PWD NCRPB Div and the Secretary, RREIS
₹33.7 L
Yes
The ACE PWD Zone -2 Jaipur
1 Jul 2026
1 Jul 2026
23 Jul 2026
1 Jul 2026
22 Jul 2026
1 Jul 2026
1 Jul 2026 - 22 Jul 2026
7 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 |
|---|---|---|---|---|---|
| 1PART - A : ROAD WORK | |||||
| 1.01 | 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 | 5.02 | Hectare | 10,374 | ₹52,077.48 |
| 1.02 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1,152 | Cum | 20 | ₹23,040 |
| 1.03 | 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 | 22,704.03 | Cum | 44 | ₹9,98,977.32 |
| 1.04 | Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 Deduct if excavated earth as per item No. 3.5 (ii) is used and pushed for filling in embankment. | 2,974.85 | Cum | 28 | ₹83,295.8 |
| 1.05 | 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 a lead of 1 Km.For Grading-I Material | 843 | Cum | 773 | ₹6,51,639 |
| 1.06 | 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 a lead of 1 Km.For Grading-III Material | 5,789.25 | Cum | 738 | ₹42,72,466.5 |
| 1.07 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406 By Mechanical Means with a lead of 1 Km. | 4,475 | Cum | 1,044 | ₹46,71,900 |
| 1.08 | Providing & laying penetration macadam patching upto 5 cm. depth ( semi grout) with 0.60 Cum. Of coarse aggregate (Crusher broken) & 0.15 Cum of key aggregate (as per MoRTH specification) & spreading of binder, cleaning area of patch, pot holes, cut of regular shape with vertical side, removing all loose & disintegrated material, spreading & compacting of aggregate with 8-10 tonne power road roller including cost of aggregate, fuel, lubrication, hire charges machinery, T & P, including cost of bitumen with application of tack coat. | 1,716 | P.Sqm. | 233 | ₹3,99,828 |
| 1.09 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) using truck mounted sprayer 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 | 17,900 | Sqm | 28 | ₹5,01,200 |
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