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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-Finance | ₹8.2 L | L1 | Accepted-Finance ACCEPT |
| 2 | L2₹8.4 L+₹25,355.52 (3.09%)Accepted-Finance | ₹8.4 L+₹25,355.52 (3.09%) | L2 | Accepted-Finance ACCEPT |
| 3 | L3₹8.8 L+₹60,397.10 (7.37%)Accepted-Finance | ₹8.8 L+₹60,397.10 (7.37%) | L3 | Accepted-Finance ACCEPT |
| 4 | L4₹9.8 L+₹1.6 L (20.1%)Accepted-Finance | ₹9.8 L+₹1.6 L (20.1%) | L4 | Accepted-Finance ACCEPT |
| 5 | L5₹10.2 L+₹2.0 L (24.6%)Accepted-Finance | ₹10.2 L+₹2.0 L (24.6%) | L5 | Accepted-Finance ACCEPT |
Tender Value
₹14.1 L
EMD Value
₹28,160
Closing Date
20 Jul 2026, 4:00 pmClosed
Executive Engineer I and FC Divsion Nowshera
Executive Engineer I and FC Divsion Nowshera
Construction of R/Wall at RD400 to 450 m and plugging of leakages from RD 330 to 850 m of LIS Thandapani (Part- II)
2026_IFC_315861_1
e-NIT NO. 10 OF 2026-27
Open Tender
Civil Works
Percentage
60 days
Thandapani
As per e-NIT
4 documents required · 4 mandatory
₹1,200
Executive Engineer I and FC Divsion Nowshera
₹28,160
22 Jul 2026
14 Jul 2026
21 Jul 2026
14 Jul 2026
20 Jul 2026
14 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 | Surface dressing of the ground including removing vegetation and in-equalities
not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto
1.5 m in -All kinds of soil. 100 sqm 2412.00
2.13 Excavating holes more than | 339.15 | sqm | 24.12 | ₹8,180.3 |
| 2 | Earth work in bulk excavation by manual means 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 | 12 | cum | 592.9 | ₹7,114.8 |
| 3 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m
respectively)wet | 90.44 | cum | 184.95 | ₹16,726.88 |
| 4 | Demolishing cement concrete manually/by mechanical means including
disposal of material within 50 meters lead as per direction of Engineer-in charge:
1:3:6 or richer mix (i/c equivalent design mix) | 55.76 | cum | 1,725.2 | ₹96,197.15 |
| 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) | 40.5 | cum | 5,733.6 | ₹2,32,210.8 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns | 70 | sqm | 286.35 | ₹20,044.5 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for:
Retaining walls, return walls, walls (any thickness) including attached pilasters
buttresses, plinth and string course fillets, kerbs andsteps etc. | 80 | sqm | 628.95 | ₹50,316 |
| 8 | 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 40 mm nominal size) | 41 | cum | 6,591.25 | ₹2,70,241.25 |
| 9 | Grouting of stone pitching using M-10 nominal mix concrete (max. size
of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing. | 1,640 | sqm | 327.6 | ₹5,37,264 |
| 10 | Carriage of Sand and bajree for an avg distance of 10km by MT and 300m | 242.87 | cum | 698.16 | ₹1,69,562.12 |
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