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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.7 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹19.6 Cr+₹92.8 L (4.97%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹19.7 Cr+₹1.0 Cr (5.40%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹20.8 Cr+₹2.1 Cr (11.3%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹21.2 Cr+₹2.5 Cr (13.5%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹31.8 Cr
EMD Value
₹63.6 L
Closing Date
20 Feb 2026, 6:00 pmClosed
EXECUTIVE ENGINEER PWD(RNB)PROJECTDIVISION 1ST SGR
EXECUTIVE ENGINEER PWD(RNB)PROJECTDIVISION 1ST SGR Hyderpora
Sanitary/Plumbing, High Side Plumbing (Main Building) and Construction of Boundary Wall around New High Court Complex at Rakh-I-Gund Aksha Bemina Srinagar.
2026_PWDJK_301846_1
PD1st-RnB-43 of 2025-26
Open Tender
Civil Works
Percentage
540 days
HYDERPORA
Please refer Tender documents.
8 documents required · 8 mandatory
₹14,000
Chief Accounts Officer PWD(Rnb)Central Kashmir
₹63.6 L
Office of the ChiefEngineer PWDRnBCentral Kashmir
11 Apr 2026
31 Jan 2026
21 Feb 2026
31 Jan 2026
20 Feb 2026
31 Jan 2026
31 Jan 2026 - 3 Feb 2026
16 Feb 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 | SUB HEAD - I - COMPOUND WALLING | - | - | - | - |
| 2 | Description | - | - | - | - |
| 3 | 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. | 721.92 | Cum | 187.3 | ₹1,35,215.62 |
| 4 | Providing and laying in position stone soling in foundation, trenches including watering, consolidationn etc all complete as directions of EIC | 433.15 | Cum | 950 | ₹4,11,494.4 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 721.92 | Cum | 218.4 | ₹1,57,667.33 |
| 6 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 357.24 | Cum | 5,202.9 | ₹18,58,665.27 |
| 7 | 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) | 324.32 | Cum | 5,733.66 | ₹18,59,563.55 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | 5,771.76 | Sqm | 286.35 | ₹16,52,743.48 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete Lintels, beams, plinth beams, girders, bressumers and cantilevers | 3,577.64 | Sqm | 577.35 | ₹20,65,550.45 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | 4,604.04 | Sqm | 742.55 | ₹34,18,729.9 |
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