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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance | -35.86% | ₹2.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.5 L+₹2,897.11 (1.15%)Admitted-Fee/PreQual/Technical/Finance | -35.12% | ₹2.5 L+₹2,897.11 (1.15%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.5 L+₹3,366.91 (1.34%)Admitted-Fee/PreQual/Technical/Finance | -35.00% | ₹2.5 L+₹3,366.91 (1.34%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹2.6 L+₹13,115.29 (5.22%)Admitted-Fee/PreQual/Technical/Finance | -32.51% | ₹2.6 L+₹13,115.29 (5.22%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹2.7 L+₹18,009.05 (7.17%)Admitted-Fee/PreQual/Technical/Finance | -31.26% | ₹2.7 L+₹18,009.05 (7.17%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹3.9 L
EMD Value
₹7,840
Closing Date
7 Aug 2026, 6:00 pmClosed
EXECUTIVE ENGINEER REW DIVISION REASI
EXECUTIVE ENGINEER OFFICE REW DIVISION REASI, BLOCK NO. 2, ROOM NO. 205
Const. of Tractor road from main road to Bakarwal Basti,Zero Morh Wno 4 Pyt.Lower Talwara Block Pouni Under Scheme Tribal Planfor the year 2026-27.
2026_RDPR_318552_32
e-NIT No. 76 of REW REASl of 2026-27
Open Tender
Civil Works
Percentage
90 days
Reasi Pouni REASl
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
MH 0515
₹7,840
14 Aug 2026
31 Jul 2026
8 Aug 2026
31 Jul 2026
7 Aug 2026
31 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 excavation in trenches for foundation, drain, pipes, cables etc ( not exceeding 1.5 m in width ) and for shafts, wells. Cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 m inciuding disposal of excavated earth in: All kind of soil | 16.54 | Cum | 479.3 | ₹7,927.62 |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : | 292 | Sqm | 91.75 | ₹26,791 |
| 3 | 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. Hard Rock (Blasting Prohibited) | 81 | Cum | 1,128.75 | ₹91,428.75 |
| 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) | 10.63 | Cum | 4,826.5 | ₹51,305.7 |
| 5 | Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: with cement mortar 1:6 | 14.2 | Cum | 5,402.9 | ₹76,721.18 |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | 23.73 | Cum | 2,793.8 | ₹66,296.87 |
| 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) | 7.73 | Cum | 5,733.6 | ₹44,320.73 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 38.4 | Sqm | 286.35 | ₹10,995.84 |
| 9 | Construction of CIB (Include concrete/Brick pedestal of size 3' x 2'. Platering ,painting all complete job as per direction of Engineer-in-charge | 1 | No. | 3,000 | ₹3,000 |
| 10Carriage of material from source to site of work by MT/AT including loading, unloading and stacking complete. | |||||
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