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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAccepted-Finance | ₹15.4 L | L1 | Accepted-Finance lowest |
Tender Value
₹15.6 L
EMD Value
₹31,290
Closing Date
14 Aug 2026, 2:00 pmClosed
Deputy Conservator of Forests, Jhunjhunu
DCF JHUNJHUNU NEAR INCOME TAX OFFICE MANDAWA MOD JHUNJHUNU
25/2026-27 Advance work GRASSLAND GADHLA KALAN
2026_FORES_586141_1
25/2026-27
Open Tender
Miscellaneous Works
Percentage
work
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
DCF Jhunjhunu
₹31,290
Yes
17 Aug 2026
13 Aug 2026
14 Aug 2026
13 Aug 2026
14 Aug 2026
13 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 | Procument of barbed wire of 12 gauge with barb(14 gauge) at apacing of 12.50 to 15 cm (weight 145 gram per rmt) 5600 mtr x 5 wire = 28000 rmt | - | per kg | 95 | - |
| 2 | Procument of Prestressed Concrete Post of high tensioned (HT) wire as per drawing and specifications- | 1,200 | per post | 400 | ₹4,80,000 |
| 3 | Digging of pit of 30 cm x 30 cm x 45 cm and Fixing of RCC Post | 1,150 | per post | 46.77 | ₹53,785.5 |
| 4 | Stretching of barbed wire and fixing it with the post with GI wire 5600 mtr x 5 wire = 28000 rmt | 28,000 | Rmt | 2.75 | ₹77,000 |
| 5 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including, dressing of excavated area and, dewatering wherever required, complete in all respect Hard / dense soil 90*8*2.80 | - | Per cum | 118 | - |
| 6 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : (3 x 3) = 4 Sqm | 9 | Sqm | 35 | ₹315 |
| 7 | Earth work in excavation by mechanical means (HydraulicExcavator )/ 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 bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.
All kinds of soils ( 3 x 3 x 3.35 ) = 30.15 CUM | 30.15 | cum | 178 | ₹5,366.7 |
| 8 | 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. M10 grade Nominal Mix
1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate
INSIDE- (3 X 3 X 0.15) = 1.35 CUM | 1.35 | cum | 3,731 | ₹5,036.85 |
| 9 | Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks.
Cement mortar 1 : 4 (1 cement : 4 coarse sand)
(4 wall x 3 L x 3.60H x 0.36 B ) = 15.55 Cum | 15.55 | cum | 4,469 | ₹69,492.95 |
| 10 | Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4, with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge.
On Top- (3 x 3) = 9 Sqm
Deduction Door- (0.60 x 0.60) = 0.36 Sqm
Total- 9-0.36=8.64 Sqm | 8.64 | Sqm | 1,648 | ₹14,238.72 |
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