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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.3 LAdmitted-Finance | -25.90% | ₹11.3 L | L1 | Admitted-Finance |
| 2 | L2₹12.2 LAdmitted-Finance | -19.92% | ₹12.2 L | L2 | Admitted-Finance |
| 3 | L3₹12.5 LAdmitted-Finance NURSERY SCHOOL 1 SECTOR 33 SUNCITY KURUKSHETRA ROAD KAITHAL 136027 HARYANA | KAITHAL | KAITHAL | HARYANA | 136027 | -18.33% | ₹12.5 L | L3 | Admitted-Finance |
| 4 | L4₹13.0 LAdmitted-Finance | -14.91% | ₹13.0 L | L4 | Admitted-Finance |
| 5 | L5₹18.5 LAdmitted-Finance | +21.21% | ₹18.5 L | L5 | Admitted-Finance |
Tender Value
₹15.3 L
EMD Value
₹30,560
Closing Date
18 Feb 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer PWD Dn Sujangarh
Interlocking Road work in Inyara Village
2026_CEPWD_538669_1
NIT No 23/2025-26
Open Tender
Civil Works
15 days
Sujangarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer PWD Dn/MDRISL
₹30,560
Yes
23 Feb 2026
14 Feb 2026
19 Feb 2026
14 Feb 2026
18 Feb 2026
14 Feb 2026
Interlocking Road work in Inyara Village
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 thorny jungle
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.
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
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
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 Nominal mix 1:3:6 P.C.C grade M 10
Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004
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