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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹13.7 L+₹51,277.74 (3.88%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹14.5 L+₹1.3 L (9.75%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹15.0 L+₹1.8 L (13.6%)Admitted-Finance DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L4 | Admitted-Finance | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | JABINA AKHTER BUTT L3 | gulshan ahmed mingnoo L2 | Babita Devi L1 | KULDEEP SINGH L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Random Rubble masonry with hard stone foundation and plinth including cost of centering and shuttering, leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto 02 feet above plinth level and curing complete with: Cement mortar 1:4 (1 Cement : 4 coarse sand) on both sides.
726 04 02
5808 ft3 i.e. 164.36 M3 | 164.36 | m3 | 6,000 ₹9,86,160 | 5,950.77 ₹9,78,068.56 | 3,199 ₹5,25,787.64 Lowest | 5,200 ₹8,54,671.51 |
| 2.00 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
Total Area
724.12 M3 with 06 inch depth | 724.12 | m3 | 500 ₹3,62,060 | 445.77 ₹3,22,790.97 Lowest | 599 ₹4,33,747.88 | 641.19 ₹4,64,298.5 |
| 3.00 | Supplying and Stacking of Good Earth at site and leveling the ground for playfield. The job includes cost of material and taxes as applicable.
Area for Grass:
724.12 M2 with 06 inch depth | 724.12 | m3 | 140 ₹1,01,376.8 | 98.45 ₹71,289.61 Lowest | 499 ₹3,61,335.88 | 250 ₹1,81,030 |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
30 Jun 2026, 12:00 pmClosed
EXECUTIVEV ENGINEER M AND H DIVISION DODA
KHELLANI DODA
Development of Playfield opposite Higher Secondary School Nagseni Kishtwar
2026_PWDJK_313094_1
MHDD/TS/2026-27/11
Open Tender
Civil Works - Others
Turn-key
45 days
NAGSENI KISHTWAR
AS PER SBD
2 documents required · 2 mandatory
₹1,000
EXECUTIVEV ENGINEER M AND H DIVISION DODA
₹40,000
3 Jul 2026
20 Jun 2026
30 Jun 2026
20 Jun 2026
30 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Random Rubble masonry with hard stone foundation and plinth including cost of centering and shuttering, leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto 02 feet above plinth level and curing complete with: Cement mortar 1:4 (1 Cement : 4 coarse sand) on both sides.
726 04 02
5808 ft3 i.e. 164.36 M3 | 164.36 | m3 | 100 | ₹16,436 |
| 2 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
Total Area
724.12 M3 with 06 inch depth | 724.12 | m3 | 100 | ₹72,412 |
| 3 | Supplying and Stacking of Good Earth at site and leveling the ground for playfield. The job includes cost of material and taxes as applicable.
Area for Grass:
724.12 M2 with 06 inch depth | 724.12 | m3 | 100 | ₹72,412 |
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