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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAccepted-AOC R O BASHAT TEHSIL CHENANI DISTRICT UDHAMPUR | ₹15.4 L | L1 | Accepted-AOC Responsive Bidder |
| 2 | L2₹18.8 LRejected-Finance | ₹18.8 L | L2 | Rejected-Finance Non Responsive Bidder |
| 3 | L3₹19.8 LRejected-Finance | ₹19.8 L | L3 | Rejected-Finance Non Responsive Bidder |
| 4 | L4₹20.5 LRejected-Finance R O VILLAGE DHALPAR TEHSIL DISTT UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹20.5 L | L4 | Rejected-Finance Non Responsive Bidder |
| 5 | L5₹21.9 LRejected-Finance | ₹21.9 L | L5 | Rejected-Finance Non Responsive Bidder |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
23 Mar 2026, 5:00 pmClosed
PMGSY Division Udhampur
PMGSY Division Udhampur
Permanent Restoration of 25 mtr LSB Bridge on Patli to Trilla road JK14 319
2026_JKRRD_146883_3
e-nit 57 Permanent Restoration
Open Tender
Civil Works - Roads
PMGSY Division Ghordi
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹60,000
PMGSY Division Udhampur
25 Apr 2026
5 Mar 2026
24 Mar 2026
5 Mar 2026
23 Mar 2026
5 Mar 2026
6 Mar 2026
Select, At Par, Excess (+), Less (-) IOCL
Tender Inviting Authority: EXECUTIVE ENGINEER PMGSY DIVISION UDHAMPUR
Name of Road:-Permanent restoration of 25 m span LSB (Bridge) at RD 8-100 to 8-125 on Patli to Trilla road ,Under Package No. JK14-319, Block Ghordi,Distt Udhampur.
Contract No. JK14-319
Name of the Bidder/ Bidding Firm / Company :
Sl. No. d Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category
Excavation for structures Earthwork in excavation for structures as per drawing and technical specifications clauses 305.1 including setting out, construction of shorting and bracing removal of stumps and other deleterious material and disposal upto and lead of 50m, dressing of slides and bottom and backfilling in trenches with excavated suitable material upto 3m depth including dewatering if required (All Kinds soil 70% soft rock 20% hard rock 10%) Cum Excess(+) Full Conversion INR
Providing /Laying for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802, 803,1202 & 1203 PCC grade M-10 (1:3:6) nominal mix. Using 40mm down size aggregate. Cum Excess(+) Full Conversion INR
Providing /Laying plain/reinforced cement concrete in foundation complete as per drawing and technical specifications clause 802, 804, 805, 806, 807,1202 & 1204 PCC grade M-15 (1:2:5:5) nominal mix. Using 40mm down size aggregate. Cum Excess(+) Full Conversion INR
Providing /Laying plain/reinforced cement concrete in Sub Structure complete as per drawing and technical specifications clause 802, 804, 805, 806, 807,1202 & 1204 PCC grade M-15 (1:2:5:5) nominal mix. Using 40mm down size aggregate. cum Excess(+) Full Conversion INR
Polygonal Rubble masonry brought to course, laid dry, with nallah stone, in Foundation & Plinth /substructure, incl. cost of through / Bond stones. Cum Excess(+) Full Conversion INR
Polygonal Rubble Masonry brought to course, in 1 cement : 6 fine sand mortar, with Nallah Stone, in Foundation & Plinth /Sub-structure, including leveling up at specified levels with M-5 Nominal mix (Max size of stone aggregates: 20mm nominal) concrete: including cost of through/bound stones Cum Excess(+) Full Conversion INR
Providing /Laying of boulder apron laid in wire crates with 4mm dia GI wire confirming to IS:280 &IS:4826 IN 100mm mesh(woven diagonally) including 10% exta for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing and technical specification clause 1301 (Incl. Cost of Crates) cum Excess(+) Full Conversion INR
Back filling with stones behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.38 cum Excess(+) Full Conversion INR
Back filling with available earth behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.38 cum Excess(+) Full Conversion INR
Total in Figures
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