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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-Finance | ₹7.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹8.1 L+₹91,682.37 (12.8%)Accepted-Finance | ₹8.1 L+₹91,682.37 (12.8%) | L2 | Accepted-Finance L2 |
| 3 | L3₹8.8 L+₹1.7 L (23.3%)Accepted-Finance | ₹8.8 L+₹1.7 L (23.3%) | L3 | Accepted-Finance L3 |
| 4 | L4₹10.0 L+₹2.8 L (39.0%)Accepted-Finance NA | ₹10.0 L+₹2.8 L (39.0%) | L4 | Accepted-Finance L4 |
| 5 | L5₹10.1 L+₹3.0 L (41.3%)Accepted-Finance | ₹10.1 L+₹3.0 L (41.3%) | L5 | Accepted-Finance L5 |
Tender Value
₹11.9 L
EMD Value
₹23,900
Closing Date
20 Jul 2026, 6:00 pmClosed
Executive Engineer
PWD (RandB) Division Udhampur
1. Construction of nallah near Vishawkarma mandir ward no 03 near MH Chowk Udhampur 2. Construction of nallah near Little flower school ward no.11 Udhampur
2026_PWDJK_315626_2
e-NIT 71 of 2026-27 dated 11.07.2026
Open Tender
Civil Works
Percentage
60 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD RandB Division Udhampur
₹23,900
12 Aug 2026
11 Jul 2026
21 Jul 2026
13 Jul 2026
20 Jul 2026
13 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 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 : | 57.12 | cum | 187.3 | ₹10,698.58 |
| 2 | Demolishing cement concrete manually/by mechanical means including
disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | 1,725.2 | - |
| 3 | Demolishing R.C.C. work manually/by mechanical means including
stacking of steel bars and disposal of unserviceable material within 50
meters lead as per direction of Engineer-in-charge. | - | cum | 2,516.85 | - |
| 4 | 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | - | cum | 4,826.5 | - |
| 5 | 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 20% plum | - | cum | 4,774.46 | - |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness)
including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses,
string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,
fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering
and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% plum | - | cum | 6,239.42 | - |
| 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | cum | 6,591.25 | - |
| 8 | 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 upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | cum | 7,788.4 | - |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level Hot rolled deformed bars | - | kg | 123.2 | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | - | sqm | 286.35 | - |
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