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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAdmitted-Finance | ₹3.2 L | L1 | Admitted-Finance |
| 2 | L2₹3.4 L+₹19,702.10 (6.14%)Admitted-Finance | ₹3.4 L+₹19,702.10 (6.14%) | L2 | Admitted-Finance |
| 3 | L3₹3.6 L+₹34,542.80 (10.8%)Admitted-Finance DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹3.6 L+₹34,542.80 (10.8%) | L3 | Admitted-Finance |
| 4 | L4₹3.8 L+₹62,201.30 (19.4%)Admitted-Finance | ₹3.8 L+₹62,201.30 (19.4%) | L4 | Admitted-Finance |
| 5 | L5₹4.1 L+₹88,449.50 (27.6%)Admitted-Finance | ₹4.1 L+₹88,449.50 (27.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MH CONSTRUCTION COMPANY L6 | SAQIB SAJJAD L5 | KULDEEP SINGH L3 | ISHTIAQ AHMAD MALIK L1 | LATFULLAH SHEIKH L4 | gulshan ahmed mingnoo L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
Area
40 x 40 x 0.6 = 960 ft3
40 x 45 x 0.6 = 1080 ft3
Total Area = 2040 ft3 = 57.73 M3 | 57.73 | m3 | 600 ₹34,638 | 140 ₹8,082.2 | 350 ₹20,205.5 | 90 ₹5,195.7 Lowest | 200 ₹11,546 | 500 ₹28,865 |
| 2.00 | Providing and laying in cement concrete of specified grade including curing including the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
40 x 40 x 0.5 = 800 ft3
40 x 50 x 0.5 = 1000 ft3
Total Area = 50.94 M3 | 50.94 | m3 | 7,200 ₹3,66,768 | 5,100 ₹2,59,794 | 5,900 ₹3,00,546 | 4,950 ₹2,52,153 | 4,800 ₹2,44,512 Lowest | 5,450 ₹2,77,623 |
| 3.00 | Dry random rubble quarry masonry with hard stone in foundation with bond stone
40 x 40 x 0.3 = 480 ft3
40 x 45 x 0.3 = 540 ft3
Total Area = 28.86 M3 | 28.86 | m3 | 1,000 ₹28,860 Lowest | 4,900 ₹1,41,414 | 1,200 ₹34,632 | 2,200 ₹63,492 | 4,400 ₹1,26,984 | 1,180 ₹34,054.8 |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
25 Jul 2026, 12:00 pmClosed
EXECUTIVEV ENGINEER M AND H DIVISION DODA
KHELLANI
AS PER SBD
2026_PWDJK_315112_1
MHDD/TS/2026-27/18
Open Tender
Civil Works - Others
Turn-key
20 days
KISHTWAR
LAYING OF RCC FLOORING AND ALLIED WORKS IN THE MECHANICAL AND HOSPITAL OFFICE COMPLEX KISHTWAR
2 documents required · 2 mandatory
₹500
EXECUTIVEV ENGINEER M AND H DIVISION DODA
₹10,000
30 Jul 2026
8 Jul 2026
25 Jul 2026
8 Jul 2026
25 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
Area
40 x 40 x 0.6 = 960 ft3
40 x 45 x 0.6 = 1080 ft3
Total Area = 2040 ft3 = 57.73 M3 | 57.73 | m3 | 100 | ₹5,773 |
| 2 | Providing and laying in cement concrete of specified grade including curing including the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
40 x 40 x 0.5 = 800 ft3
40 x 50 x 0.5 = 1000 ft3
Total Area = 50.94 M3 | 50.94 | m3 | 100 | ₹5,094 |
| 3 | Dry random rubble quarry masonry with hard stone in foundation with bond stone
40 x 40 x 0.3 = 480 ft3
40 x 45 x 0.3 = 540 ft3
Total Area = 28.86 M3 | 28.86 | m3 | 100 | ₹2,886 |
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