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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹2.8 L+₹512.04 (0.18%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹2.9 L+₹5,683.64 (2.03%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹3.0 L+₹16,743.69 (5.97%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹3.0 L+₹19,047.86 (6.80%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹5.1 L
EMD Value
₹10,240
Closing Date
16 Jul 2026, 4:00 pmClosed
XEN REW Kathua
XEN REW Kathua
Construction of Road from Kallo Morh to Gujjar Basti W.No.04 Pyt. Malti Block Billawar.
2026_RDPR_314692_22
e-NIT No.80/REW/K of 2026-27 Dated 24/06/2026
Open Tender
Civil Works
Percentage
90 days
Billawar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Rural Development and Panchayati Raj
₹10,240
23 Jul 2026
6 Jul 2026
17 Jul 2026
6 Jul 2026
16 Jul 2026
6 Jul 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 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. 20.6.1 Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe | 15 | mtr | 2,415.8 | ₹36,237 |
| 2 | 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 upto
1.5 m in -All kinds of soil. Surface dressing | 1,501.5 | sqm | 24.12 | ₹36,216.18 |
| 3 | Earth work in bulk excavation by manual means 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. 2.6.1 All kinds of soil : | 213 | cum | 187.3 | ₹39,894.9 |
| 4 | Supply and stacking at site stone aggregate 45mm to 63 mm range | 140.14 | cum | 1,204.15 | ₹1,68,749.58 |
| 5 | Supply and stacking at site good earth | 30.83 | cum | 281.3 | ₹8,672.48 |
| 6 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. | 140.14 | cum | 768.15 | ₹1,07,648.54 |
| 7 | Earth work in excavation by manual means in trenches for foundation drains pipes cables etc (not exceeding 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. | 6.48 | cum | 479.3 | ₹3,105.86 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –All work upto plinth level. A)1 : 5 : 10 (1 cement : 5 fine sand : 10 graded nallah stone aggregate 40mm nominal size). | 0.81 | cum | 4,826.5 | ₹3,909.47 |
| 9 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) using 30% boulders | 12.96 | cum | 4,294.89 | ₹55,661.77 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: | - | - | - | - |
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