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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance 03 SHIAH SHIAH BHUNTER NEENU KULLU HIMACHAL PRADESH 175141 UDYAM HP 06 0008373 | KULLU | HIMACHAL PRADESH | 175141 | -25.00% | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 CrAdmitted-Finance | -23.33% | ₹1.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.5 CrAdmitted-Finance | -5.02% | ₹1.5 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
8 May 2026, 6:00 pmClosed
SE PWD CIRCLE REASI
SE PWD CIRCLE REASI
UPGRADATION OF ROAD FROM SHAKTI NAGAR PANCHAYAT BHARKH TO ALLYA ROAD (UNDER UT CAPEX ROAD SECTOR (NEW WORKS) FOR THE YEAR 2025-26
2026_PWDJK_308146_1
E-NIT No 02 of 20226-27 Dated 18-04-2026
Open Tender
Civil Works
Reasi
refer to the tender documents
2 documents required · 2 mandatory
₹6,000
Yes
SE PWD CIRCLE REASI
₹3.1 L
Yes
21 May 2026
18 Apr 2026
9 May 2026
18 Apr 2026
8 May 2026
18 Apr 2026
18 Apr 2026 - 8 May 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 All kind of Soil @ 70% | - | Cum | - | - |
| 2 | 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 @ 20% | - | Cum | - | - |
| 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 Require Blasting @ 10% | - | Cum | - | - |
| 4 | Earth work in excavation by mechanical means 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 50m from cutting edge. All kinds of soil | 705.29 | Cum | - | - |
| 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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | - | Cum | - | - |
| 6 | 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) | - | Cum | - | - |
| 7 | Hand Packing stone filling behind R/wall & cement concrete including supply of stone | - | Cum | - | - |
| 8 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size | - | Sqm | - | - |
| 9 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size | - | Cum | - | - |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 6.48 | Cum | - | - |
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