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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹96.7 LAdmitted-Finance | -44.01% | ₹96.7 L | L1 | Admitted-Finance |
| 2 | L2₹1.0 CrAdmitted-Finance | -42.00% | ₹1.0 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.2 CrAdmitted-Finance | -32.32% | ₹1.2 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.2 CrAdmitted-Finance | -28.76% | ₹1.2 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.3 CrAdmitted-Finance | -21.99% | ₹1.3 Cr | L5 | Admitted-Finance |
Tender Value
₹1.7 Cr
EMD Value
₹3.5 L
Closing Date
27 Mar 2026, 6:00 pmClosed
EXECUTIVE ENGINEER PRN NORTH
Room No 314, CCC,TF
Construction of internal roads upto GSB level in various approved Schemes in zone prn north JDA
2026_JDAJP_543987_1
JDA-EE-PRN-NORTH-10-2025-26
Open Tender
Civil Works
240 days
PRN NORTH AREA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
ONLINE JDA WEBSITE
₹3.5 L
Yes
6 Apr 2026
6 Mar 2026
6 Apr 2026
7 Mar 2026
27 Mar 2026
7 Mar 2026
Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge For 10 Km.
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3
Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method 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
Wet Mix Macadam 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 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with all lead
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