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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.8 LAdmitted-Finance | -49.90% | ₹4.8 L | L1 | Admitted-Finance |
| 2 | L2₹5.1 L+₹29,041.13 (6.05%)Admitted-Finance | -46.87% | ₹5.1 L+₹29,041.13 (6.05%) | L2 | Admitted-Finance |
| 3 | L3₹5.3 L+₹46,964.20 (9.78%)Admitted-Finance | -45.00% | ₹5.3 L+₹46,964.20 (9.78%) | L3 | Admitted-Finance |
| 4 | L4₹5.3 L+₹48,976.95 (10.2%)Admitted-Finance | -44.79% | ₹5.3 L+₹48,976.95 (10.2%) | L4 | Admitted-Finance |
| 5 | L5₹6.1 L+₹1.3 L (26.6%)Admitted-Finance | -36.55% | ₹6.1 L+₹1.3 L (26.6%) | L5 | Admitted-Finance |
Tender Value
₹9.6 L
EMD Value
₹19,160
Closing Date
6 Aug 2026, 4:00 pmClosed
ER Iqbal Ganie
Executive Engineer PWD RnB Division Banihal
Refer to BOQ
2026_PWDJK_316319_2
NIT 28 of 2026-27 Dated 16-07-2026
Open Tender
Civil Works
Percentage
60 days
Banihal
Refer to SBD
2 documents required · 2 mandatory
₹600
Executive Engineer PWD RnB Division Banihal
₹19,160
Executive Engineer PWD RnB Division Banihal
27 Aug 2026
16 Jul 2026
7 Aug 2026
16 Jul 2026
6 Aug 2026
16 Jul 2026
22 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 |
|---|---|---|---|---|---|
| 0.0 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 : | 191.1 | cum | 187.3 | ₹35,793.03 |
| 0.0 | 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) with 30% boulders | 62.4 | cum | 4,294.89 | ₹2,68,001.14 |
| 0.0 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. | 172.8 | cum | 3,093.3 | ₹5,34,522.24 |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 26 | cum | 286.35 | ₹7,445.1 |
| 0.0 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone Nallah | 14.4 | cum | 2,793.8 | ₹40,230.72 |
| 0.0 | Disposal of excavated earth avg lead of 2 km by MT | 76.44 | cum | 184.3 | ₹14,087.89 |
| 0.0 | Carriage of Material by Mechnical Transport including loading, unloading and stacking at site complete:
i) Cement for an avg lead of 05 Km by MT | 9.6 | Tonne | 178.43 | ₹1,712.93 |
| 0.0 | ii) Stone for an avg lead of 05 Km by MT | 82.37 | cum | 236.16 | ₹19,452.5 |
| 0.0 | iii) Sand for an avg lead of 50 Km by MT | 20.53 | cum | 741.14 | ₹15,215.6 |
| 0.0 | iv) Aggregate < 40 mm for an avg lead of 30 Km by MT | 38.88 | cum | 565.64 | ₹21,992.08 |
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