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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.4 LAdmitted-Finance | -44.70% | ₹14.4 L | L1 | Admitted-Finance |
| 2 | L2₹15.0 L+₹62,402.39 (4.34%)Admitted-Finance | -42.30% | ₹15.0 L+₹62,402.39 (4.34%) | L2 | Admitted-Finance |
| 3 | L3₹15.2 L+₹83,203.18 (5.79%)Admitted-Finance | -41.50% | ₹15.2 L+₹83,203.18 (5.79%) | L3 | Admitted-Finance |
| 4 | L4₹19.4 L+₹5.0 L (34.7%)Admitted-Finance | -25.51% | ₹19.4 L+₹5.0 L (34.7%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-AFFIDAVIT NOT UPLOADED |
Tender Value
₹26 L
EMD Value
₹52,000
Closing Date
1 Sept 2026, 6:00 pmClosed
EXECUTIVE ENGINEER PWD RAMNAGAR
EXECUTIVE ENGINEER PWD RAMNAGAR
PLEASE REFER TO BOQ
2026_PWDJK_322406_1
e-NITNo.50 of2026-27Dated-25-08-2026
Open Tender
Civil Works
Percentage
60 days
BALPUR/LARTA
PLEASE REFER TO NIT
2 documents required · 2 mandatory
₹600
EXECUTIVE ENGINEER PWD RAMNAGAR
₹52,000
10 Sept 2026
25 Aug 2026
2 Sept 2026
25 Aug 2026
1 Sept 2026
25 Aug 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 trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil | 564.57 | cum | 256.85 | ₹1,45,009.8 |
| 2 | 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) | 57.1 | cum | 4,826.5 | ₹2,75,593.15 |
| 3 | 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. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe | 22.5 | rmt | 2,415.8 | ₹54,355.5 |
| 4 | 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. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 900 mm dia. R.C.C. pipe | 15 | rmt | 3,951.65 | ₹59,274.75 |
| 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 | 294.62 | cum | 4,774.46 | ₹14,06,651.41 |
| 6 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 219.9 | sqm | 416.5 | ₹91,588.35 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 939.3 | sqm | 286.35 | ₹2,68,968.56 |
| 8Carriage of material by Mech. Transport from source to site of work including loading, unloading & stacking complete. | |||||
| 8.1 | sand an avg. distance 45km. | 136.63 | cum | 685.94 | ₹93,719.98 |
| 8.2 | stone agg below 40mm avg distance 45km | 222.23 | cum | 685.94 | ₹1,52,436.45 |
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