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Tender Value
₹11.3 L
EMD Value
₹22,576
Closing Date
30 Aug 2026, 6:00 pm6d left
DEPUTY CONSERVATOR OF FOREST KOTA
DEPUTY CONSERVATOR OF FOREST KOTA
CONSTRUCTION OF WALKING PATHWAY IN NAGAR VAN ANANTPURA
2026_FORES_591658_3
DCF KOTA NITNO53-2026-27
Open Tender
Civil Works
Percentage
90 days
KOTA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
1000 E GRASS CHALLAN AS PER NIT
₹22,576
Yes
30 Aug 2026
21 Aug 2026
31 Aug 2026
21 Aug 2026
30 Aug 2026
21 Aug 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 | Site clearance including cutting of grasses bushes for bunding, key lines vegetative fencing and other such works. | 3,500 | SQM | 4.39 | ₹15,365 |
| 2 | Excavation in Soil with machine with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with
requirements of lines, grades and cross-sections. | 315 | cum | 25 | ₹7,875 |
| 3 | Filling Of morrum In Eco Trail Earth Work in Hard Murram/ kankar by JCB machine | 420 | Cum | 75.2 | ₹31,584 |
| 4 | Transportation of Morrum ( 10 km) Upto 5 KM 224.65 /- And add extra 1 km 11.60 up to 5 to 10 km | 420 | cum | 282.65 | ₹1,18,713 |
| 5 | Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means.(ii)For Grading-II Material | - | Cum | 859 | - |
| 6 | Earth work in Excavation by mechanical means ( Hydraulic Excavator ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan ) including dressing of sides and ramming of bottom, lift upto 1.5 mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50 mtr. all kinds of soil | - | cum | 178 | - |
| 7 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. grade Nominal Mix
1:3:6(1cement :3coarsesand:6gradedstone aggregate 20mm nominal size). | 26.6 | cum | 3,847 | ₹1,02,330.2 |
| 8 | Random Rubble stone masonry with hard stone in superstructureabove plinth level anduptofive level above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). | - | cum | 3,479 | - |
| 9 | M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).Laying of CC over the stone masonry super structure width of 0.3 m, length 4200 rmt and thickness of 5cm | 26.6 | cum | 4,320 | ₹1,14,912 |
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