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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.6 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹18.6 Cr+₹2.0 Cr (12.2%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹19.2 Cr+₹2.6 Cr (15.8%)Admitted-Finance KHASRA NO 194 TEHSIL SUDSAR BIKANER BIKANER BIKANER RAJASTHAN 331811 | BIKANER | RAJASTHAN | 331811 | L3 | Admitted-Finance | ||
| 4 | L4₹20.5 Cr+₹3.9 Cr (23.7%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹21.4 Cr+₹4.8 Cr (29.0%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹21.4 Cr
EMD Value
₹42.7 L
Closing Date
26 Nov 2024, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ACE, PWD, Zone - II, Jaipur
ACE, PWD, Zone - II, Jaipur
Widening and Strengthening of Dhula Mod Agra Road (NH-21) to Phutolav NH-148 via Dhamsya, Lalwas Road (24.00 Km)
2024_CEPWD_428711_4
Nit No 13 of 2024-25 ACE PWD Zone - II, Jaipur
Open Tender
Civil Works - Roads
Percentage
240 days
Under Jurisdiction of Dn - Jamwa Ramgarh
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
Through EGrass Challan Jamwa Ramgarh ID 41486
₹42.7 L
Yes
ACE, PWD, Zone - II, Jaipur
4 Dec 2024
24 Oct 2024
27 Nov 2024
24 Oct 2024
26 Nov 2024
24 Oct 2024
30 Oct 2024
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. | 12.02 | P.Hect. | 12,513 | ₹1,50,406.26 |
| 1.02 | Dismantling of flexible pavements and disposal of dismantled materials upto all lead, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses | 1,502.63 | P.Cum | 165 | ₹2,47,933.95 |
| 1.03 | Dismantling of cement concrete pavements 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 upto all lead, stacking serviceable and unserviceable materials separately | 960 | P.Cum | 632 | ₹6,06,720 |
| 1.04 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto all lead, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 34,469.4 | P.Cum | 25 | ₹8,61,735 |
| 1.05 | 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. | 34,469.4 | P.Cum | 34 | ₹11,71,959.6 |
| 1.06 | Construction of embankment with approved material obtained from borrow pits with all lift, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with all lead as per MoRTH Specification Clause 305.3 | 38,564.39 | P.Cum | 58 | ₹22,36,734.62 |
| 1.07 | Carriage of Earth, Sand, Lime, Morrum manure or sludge including loading, unloading complete with all lead | 38,564.39 | P.Cum | 57 | ₹21,98,170.23 |
| 1.08 | 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 For Grading-I Material | 13,364.51 | P.Cum | 882 | ₹1,17,87,497.82 |
| 1.09 | 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 For Grading III Material | 6,988.5 | P.Cum | 450 | ₹31,44,825 |
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