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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93,248.50Admitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹1.1 L+₹13,048.01 (14.0%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MH CONSTRUCTION COMPANY L1 | FAYAZ AHMED MANHAS L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in bulk excavation by manual means 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 37.13 m3 upto 1.5 m, as directed by Engineer-in-Charge.
L H W
328.08 2 2
1312.32 i.e 1312.32x0.0283=37.13 | 37.13 | m3 | 450 ₹16,708.5 | 427 ₹15,854.51 Lowest |
| 2.00 | Random Rubble masonry with nallah stone hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement: 6 coarse sand)
L H W
328.08 0.33 2
216.53 i.e. 216.53 x 0.0282 = 6.11 | 6.11 | m3 | 4,000 ₹24,440 Lowest | 4,700 ₹28,717 |
| 3.00 | 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)
656.16 0.33 1.5
324.16 i.e 324.79 x0.0282=09.15 M3 | 9.15 | m3 | 4,500 ₹41,175 Lowest | 5,200 ₹47,580 |
| 4.00 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild Steel and Tensile steel bars.
MS Bars 08mm=115 Kg | 115 | kg | 95 ₹10,925 Lowest | 123 ₹14,145 |
Tender Value
₹1.2 L
EMD Value
₹2,400
Closing Date
5 Aug 2026, 12:00 pmClosed
EXECUTIVEV ENGINEER M AND H DIVISION DODA
KHELLANI
Construction of Drain and allied works in the Mechanical and Hospital Complex in Ramban
2026_PWDJK_315247_1
MHDD/TS/2026-27/22
Open Tender
Civil Works - Others
Turn-key
20 days
RAMBAN
AS PER SBD
2 documents required · 2 mandatory
₹500
EXECUTIVEV ENGINEER M AND H DIVISION DODA
₹2,400
6 Aug 2026
9 Jul 2026
5 Aug 2026
9 Jul 2026
5 Aug 2026
9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in bulk excavation by manual means 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 37.13 m3 upto 1.5 m, as directed by Engineer-in-Charge.
L H W
328.08 2 2
1312.32 i.e 1312.32x0.0283=37.13 | 37.13 | m3 | 100 | ₹3,713 |
| 2 | Random Rubble masonry with nallah stone hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement: 6 coarse sand)
L H W
328.08 0.33 2
216.53 i.e. 216.53 x 0.0282 = 6.11 | 6.11 | m3 | 100 | ₹611 |
| 3 | 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)
656.16 0.33 1.5
324.16 i.e 324.79 x0.0282=09.15 M3 | 9.15 | m3 | 101 | ₹924.15 |
| 4 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild Steel and Tensile steel bars.
MS Bars 08mm=115 Kg | 115 | kg | 102 | ₹11,730 |
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