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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance 252 TARUCHAYA NAGAR TARO KI KOOT TONK ROAD JAIPUR | -16.71% | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.6 Cr+₹5.3 L (2.03%)Admitted-Finance | -15.02% | ₹2.6 Cr+₹5.3 L (2.03%) | L2 | Admitted-Finance |
| 3 | L3₹2.7 Cr+₹8.6 L (3.31%)Admitted-Finance | -13.95% | ₹2.7 Cr+₹8.6 L (3.31%) | L3 | Admitted-Finance |
| 4 | L4₹2.7 Cr+₹10.7 L (4.14%)Admitted-Finance | -13.26% | ₹2.7 Cr+₹10.7 L (4.14%) | L4 | Admitted-Finance |
| 5 | L5₹2.7 Cr+₹14.2 L (5.50%)Admitted-Finance | -12.13% | ₹2.7 Cr+₹14.2 L (5.50%) | L5 | Admitted-Finance |
Tender Value
₹3.7 Cr
EMD Value
₹7.3 L
Closing Date
13 Aug 2026, 1:00 pmClosed
Addl. Chief Engineer, PWD Zone-II, Jaipur
Jacob Road, Civil Lines, Jaipur
CONSTRUCTION OF VARIOUS ROADS IN COMPLIANCE OF CM BUDGET ANNOUNCEMENT 2026-27 UNDER (PACKAGE NO. RJ-16-03/ML/NP-HAWAMAHAL/ BA-2026-27) (02 WORKS)
2026_CEPWD_583662_9
ST NIT 17/2026-27 ACE PWD Zone-II Jaipur
Open Tender
Civil Works - Roads
Percentage
210 days
Under Jurisdiction of Distt. Dn. Shahpura
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
Through Online E-Grass Challan Office ID 4514
₹7.3 L
Yes
Addl. Chief Engineer, PWD Zone-II, Jaipur
14 Aug 2026
7 Aug 2026
13 Aug 2026
7 Aug 2026
13 Aug 2026
7 Aug 2026
10 Aug 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 | CONSTRUCTION OF CC ROAD FROM GOBARIYO KI DHANI AND DWARKA PURI IN WARD NO. 13 | - | - | - | - |
| - | PART - A : ROAD WORK
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. | 3,232.95 | P.Cum | 20 | ₹64,659 |
| - | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge For 5 Km. | 1,293.18 | P.Cum | 63.8 | ₹82,504.88 |
| - | 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 | 1,939.77 | P.Cum | 33 | ₹64,012.41 |
| - | 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 All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar For Grading-I Material | 1,963.5 | P.Cum | 773 | ₹15,17,785.5 |
| - | 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. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar For Grading III Material | 630 | P.Cum | 407 | ₹2,56,410 |
| - | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar Nominal mix 1:3:6 | 1,309 | P.Cum | 2,584 | ₹33,82,456 |
| - | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) | 1,963.5 | P.Cum | 4,811 | ₹94,46,398.5 |
| - | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 300 mm dia | 52.5 | P.Rmt | 612 | ₹32,130 |
| - | Raising manhole cover and frames slab to required level including dismantling existing slab and making good the damage as required (raising depth of manhole masonry to be paid separately). Rectangular manhole 90x60 cm | 84 | Each | 1,070 | ₹89,880 |
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Potential_RJ_16_03_ML_MP_HWM_BA_2026_27.pdf
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