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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 LAdmitted-Finance | -36.01% | ₹1.3 L | L1 | Admitted-Finance |
| 2 | L2₹1.4 L+₹19,320.21 (15.5%)Admitted-Finance N A | FARIDABAD | HARYANA | 121004 | -26.12% | ₹1.4 L+₹19,320.21 (15.5%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 L+₹70,248.21 (56.2%)Admitted-Finance | -0.05% | ₹2.0 L+₹70,248.21 (56.2%) | L3 | Admitted-Finance |
| 4 | L4₹2.0 L+₹76,206.42 (61.0%)Admitted-Finance | +3.00% | ₹2.0 L+₹76,206.42 (61.0%) | L4 | Admitted-Finance |
Tender Value
₹1.9 L
EMD Value
₹3,900
Closing Date
7 Sept 2026, 6:00 pmClosed
Executive Enginner REW jammu
Executive Enginner REW jammu
Construction Of Lane Culvert Near Sham lal , subash chander and others W no.06 PYT.Sungal Upper Block Akhnoor For the Year 2026-27 Under APDP Budget (Block Level)
2026_RDPR_322912_9
e-NIT No. 513 REWJ of 2026-27 dated 31-08-2026
Open Tender
Civil Works
Percentage
Executive Enginner REW jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
MH0515
₹3,900
9 Sept 2026
31 Aug 2026
8 Sept 2026
31 Aug 2026
7 Sept 2026
31 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 | Excavating, supplying and filling of local earth(including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20cm in trenches,plinth , sides of foundation etc. complete. | - | Cum | - | - |
| 2 | Earthwork in excavation by manual means in Trenches for foundations, drains,pipes,cablesetc.(not excluding 1.5min width)and for shafts,wells,cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottom lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed all kinds of soil 1m from cutting edge | - | m3 | - | - |
| 3 | Providing and Laying of Cement concrete 1:5:10( 1 cement:5 coase sand : 10 graded stone aggregate of 40mm) ofspecified grade including curing but excluding cost of centering and shuttering all works upto plinth level. | 0.9 | m3 | - | - |
| 4 | Providing and Laying of Cement concrete 1:3:6( 1 cement:3 coase sand : 6 graded stone aggregate of 20mm) ofspecified grade including curing but excluding cost of centering and shuttering all works upto plinth level. | - | m3 | - | - |
| 5 | Providing and Laying in Position cement Concrete of specified grade including curing but excluding the cost of centering,shuttering, finishing and reinforcement. All work upto plinth level with 1:1.5:3 ( 1 cement:1.5 Coarse aggregate : 3 graded stone aggregate of 20mm nominal size. Culvert
Slab(Raft+Top)-
Wheel Guard | - | m3 | 0.9 | - |
| 6 | Steel Reinforcement for RCC work including straightening,cutting,bending,placing in position and binding all complete upto plinth level Thermo - Mechanically Tested Bars of grade Fe 500D or more | - | m3 | - | - |
| 7 | Centering and shuttering including strutting,propping etc. and removal of formwork for Foundations, footings,bases for columns.
(a) Footing-Culvert Bed- | - | m3 | 286 | - |
| 8 | (b) Suspended floor,roofs,landings,balocnies & excess Platform - Culvert Slab- | - | m3 | - | - |
| 9 | © Edges of Slab | - | rm | 0.9 | - |
| 10 | Carriage of Key Construction material from source to site of work by mechanical means of transport of sand aggregate average 7 km laid by MT. | - | m3 | 0.9 | - |
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