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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹3.0 L+₹17,771.38 (6.36%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹3.1 L+₹26,531.91 (9.49%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹3.1 L+₹27,332.88 (9.78%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹3.1 L+₹30,837.09 (11.0%)Admitted-Finance 197 KRISHNA NAGAR JAMMU | JAMMU | JAMMU AND KASHMIR | 180001 | L5 | Admitted-Finance |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
10 Jun 2026, 6:00 pmClosed
EXECUTIVE ENGINEER REW JAMMU
OFFICE OF EXECUTIVE ENGINEER REW JAMMU
Construction of Platform (Rounding Peepal Tree) at ward no 2, Kailewala, Pyt Pangiari Block Akhnoor AC Akhnoor under CDS Grant for the year 2026-27
2026_RDPR_310966_1
eNIT 49 REWJ of 2026-27 dated 26-05-2026
Open Tender
Civil Works
Item Rate
Jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
MH0515
₹10,000
Yes
19 Jun 2026
26 May 2026
11 Jun 2026
26 May 2026
10 Jun 2026
26 May 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 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto1.5 m in -All kinds of soil. 100 sqm | 139.4 | SQM | 24.12 | ₹3,362.33 |
| 2 | Earth work in excavation by manual means in trenches over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge All kinds of soil : | 15.93 | CUM | 479.3 | ₹7,635.25 |
| 3 | Supplying, Excavating and Filling of Local Earth | 22.13 | CUM | 276.6 | ₹6,121.16 |
| 4 | P/Laying of cement conct. 1:5:10 Of specified grade excluding the cost of form work, cement using 40mm N/ size of agg. | 16.14 | CUM | 4,826.5 | ₹77,899.71 |
| 5 | P/Laying of cement conct. 1:3:6 Of specified grade excluding the cost of form work, cement using 40mm N/ size of agg. | 31.69 | cum | 5,733.6 | ₹1,81,697.78 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns | 83.64 | SQM | 286 | ₹23,921.04 |
| 7 | Providing and laying vitrified floor tiles in different sizes (thickness to
be specified by the manufacturer) with water absorption less than 0.08%
and conforming to IS:15622 of approved make, in all colours and shades,
laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand)
including grouting the joints with white cement and matching pigments
etc. complete | 66 | SQM | 1,395.1 | ₹92,076.6 |
| 8 | Providing and laying 60mm thick factory made cement concrete
interlocking paver block of M-30 grade made by block making machine
with strong vibratory compaction and of approved size and design/shape
laid in required colour and pattern over and including 50mm thick
compacted bed of fine sand, filling the joints with coarse sand etc. all
complete as per direction of Engineer-in-charge | 111.52 | SQM | 816.15 | ₹91,017.05 |
| 9 | Carriage of material within avg. lead sand 6.0 km by M/T | 22.15 | cum | 216.4 | ₹4,793.26 |
| 10 | Carriage of material within avg. lead Agg. 6.0 km by M/T | 41.95 | cum | 216.4 | ₹9,077.98 |
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