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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.9 LAdmitted-Fee/PreQual/Technical/Finance | -37.30% | ₹4.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.0 L+₹9,376.41 (1.91%)Admitted-Fee/PreQual/Technical/Finance | -36.10% | ₹5.0 L+₹9,376.41 (1.91%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹5.5 L+₹64,853.49 (13.2%)Admitted-Fee/PreQual/Technical/Finance | -29.00% | ₹5.5 L+₹64,853.49 (13.2%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹5.6 L+₹67,197.59 (13.7%)Admitted-Fee/PreQual/Technical/Finance | -28.70% | ₹5.6 L+₹67,197.59 (13.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹5.7 L+₹75,792.63 (15.5%)Admitted-Fee/PreQual/Technical/Finance | -27.60% | ₹5.7 L+₹75,792.63 (15.5%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹16,000
Closing Date
5 Aug 2026, 4:00 pmClosed
EXECUTIVE ENGINEER RandB LOLAB
EXECUTIVE ENGINEER RandB LOLAB
CONSTRUCTION OF ROAD FROM CEMENT KADAL TO MUNDDAJI, WARD NO 01 SARKULI
2026_PWDJK_318050_4
NIT 18
Open Tender
Civil Works
Item Rate
21 days
Lolab
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
Executive enginner RnB Lolab
₹16,000
11 Aug 2026
27 Jul 2026
6 Aug 2026
27 Jul 2026
5 Aug 2026
27 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 Ordinary Rock | - | Cum | - | - |
| 2 | 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. | - | Sqm | - | - |
| 3 | Supply and filling of boulder stones hand packed into wire crates of approved mesh size 8 SWG 4''x4''(4mm thick) incl tiping of stones filled in crates. Equipments charges and all carriage of material from source to SOW complete (incl cost of crates) as per directions of EIC | - | Cum | - | - |
| 4 | Part B B Wall:
Earth work in excavation bymechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding1.5min
width)and for shafts,wells,cess pits and the likenot exceeding 10 sqmon plan, including dressing of sides and ramming of bottoms lift upto 1.5m,
including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: ( All kinds of soil) | - | Cum | - | - |
| 5 | Providing and laying of stone soling/boulders(Hand Packed) including ramming, dressing and watering all complete.(Incl. all sorts of carriage) | - | Cum | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate
40mm nominal) crushed aggregate. Incl all carriage | 1 | Cum | - | - |
| 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) crushed aggregate incl all carriage | - | Cum | - | - |
| 8 | Centring and shuttering including strutting, propping etc and removal of form work Foundations, footings, bases of columns etc. for mass concrete. | - | Sqm | - | - |
| 9 | Providing PVC pipes of 3 inch dia all complete job | - | mtr | - | - |
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