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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Fee/PreQual/Technical/Finance | -0.50% | ₹1.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.9 L+₹955.50 (0.49%)Admitted-Fee/PreQual/Technical/Finance | -0.01% | ₹1.9 L+₹955.50 (0.49%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.9 L
EMD Value
₹3,900
Closing Date
24 Jul 2026, 6:55 pmClosed
EXECUTIVE ENGINEER REW BARAMULLA
EXECUTIVE ENGINEER REW BARAMULLA
Construction Of Side Wall on Gamm khul From Ab Rashid Ganie to onwards ( Rs 1.00) and Procurement of Spun Pipes 18 and 24 for krishama.(Rs 1.00) under ADP (PRI) year 2026-27 PH Mughama Block Lalpora
2026_RDPR_315401_13
94/Xen/Rew/Bla/2026-27 Dated 10/07/2026
Open Tender
Civil Works
Percentage
30 days
BARAMULLA
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Rural Development and Panchayati Raj
₹3,900
27 Jul 2026
10 Jul 2026
25 Jul 2026
10 Jul 2026
24 Jul 2026
10 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 | Earth work in excavation by mechanical means (hydraulic excavator) in foundation trenches or drains (not exceeding 1.5M in width as well as 10Sqm on plan) including dressing of sides ramming of bottoms lift up to 1.5M including getting out the excavated soil and disposal of surplus excavated soil within a lead of 1 M from edge of cutting | 36 | cum | - | - |
| 2 | Providing/Laying Stone soling hand packed on level in foundation trenches including carriages of Stones. | 6.12 | cum | - | - |
| 3 | 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 | 5.4 | cum | - | - |
| 4 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works aboe plinth level 1:2:4 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 1.7 | cum | - | - |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level (Mild steel bars) | 150 | kg | - | - |
| 6 | Centering and shuttering including strutting, propping etc. For suspended floor | 2.25 | sqm | - | - |
| 7 | Providing and laying non-pressure of specified class R.C.C. pipes Non-pressure NP-3 class (Medium duty) R.C.C. Pipes 300mm dia incl loading unloading and haulage | 3 | NO | - | - |
| 8 | Providing and laying non-pressure of specified class R.C.C. pipes Non-pressure NP-3 class (Medium duty) R.C.C. pipes 450 mm dia incl loading unloading and haulage | 4 | NO | - | - |
| 9 | Providing and laying non-pressure of specified class R.C.C. pipes Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia incl loading unloading and haulage | 3 | NO | - | - |
| 10 | Providing and laying non-pressure of specified class R.C.C. pipes Non-pressure NP-3 class (Medium duty) R.C.C. pipes 900 mm dia incl loading unloading and haulage | 3 | NO | - | - |
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