Forest Department Tender

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Forest Department Tender

Works
Agriculture or Forestry Works
Eprocure
Opening Date26 Dec 2024
Closing Date2 Jan 2025
Tender Amount₹ 18,28,000 
Notes
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Costs

  • EMD

    ₹ 36,560
  • Document Cost

    ₹ 500
  • Tender Fee

    ₹ 500

Description

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BOQ Items

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2.3 Fencing by dry stone masonry: 2.3.3 Repairing of stone wall fencing in standard size by using the fallen stone 1400 rmt

1176

194

228438

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2.2.1 New Ditch fencing:Digging of soil,taking out excavated soil and making the bund inside,Size of ditches 1.2m deep,1.5m wide at top and 0.9 wide at bottom,Dressing, alignment and layout(Vol.per runing meter m is equal to 1.44 cum. 2.2.1.2 Clayey Loam 20 rmt

28.8

126

3653.86

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3.29 For the following works carried out by mechanical means (JCB) rates will be as: 3.29.1.2 Hard Clayey Loam Soil 3.29.1 New ditch fencing excavation:-1.2 meter deep, 1.5 meter wide at top and 0.90 wide at bottom (1.44 cum) dug out of soil and makin 80 rmt

115.2

72

8354.3

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2.2.1 New Ditch fencing:Digging of soil,taking out excavated soil and making the bund inside,Size of ditches 1.2m deep,1.5m wide at top and 0.9 wide at bottom,Dressing, alignment and layout(Vol.per runing meter m is equal to 1.44 cum. 2.2.1.4 Hard clayey 177 rmt

254.88

208

53127.19

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3.29 For the following works carried out by mechanical means (JCB) rates will be as: 3.29.1.4 Hard clayey Soil more than 20% boulders 3.29.1 New ditch fencing excavation:-1.2 meter deep, 1.5 meter wide at top and 0.90 wide at bottom (1.44 cum) dug out 708 rmt

1019.52

208

212508.75

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Barbed wire fencing poll prepare : Providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centring and shuttering All work up to plinth level. M15 grade Nominal Mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone)

2.63

3900

10237.5

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Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level Cold twisted deformed bars 2.1x4+0.35x3=9.45 m x0.22 kg=2.079 kg per poll x100 Post

207.9

66

13721.4

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Centring & Shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : beam 2.1x(0.1+0.15)+01x2.1x2=0.2x2.1+0.42=0.945 sqmx 100 poll

94.5

258

24381

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2.4.1 Barbed wire fencing 2.4.1.3 Transportation of Ready Blocks of Cement Concrete from 0 to 5 Kms.

100

17

1763

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2.4.1 Barbed wire fencing 2.4.1.4.1 Fixing of Cement/concrete Blocks on the spot by digging pit (khadda) including local transport

100

20

2076

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2.4.1 Barbed wire fencing 2.4.1.4.2 Tie the barbed wire and tighten it by thin wire 2.4.1.4 Fixing of Cement or Concrete blocks 485 rmt x 5 line

2425

2

5965.5

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2.4.1 Barbed wire fencing 2.4.1.4.3 Interlacing local bushes in barbed wire 2.4.1.4 Fixing of Cement or Concrete blocks 485 rmt

485

8

3972.15

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Supply/Purchase of Barbed wire for fencing

405

66

26730

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2.1 Advanced soil work 2.1.3 Layout for excavation of trenches

10000

-

8300

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2.7.1 Digging of trenches (size 45cm x 45 cm)and separating stones from dugup soil and making mounds of the soil 2.7.1.1 Sandy loam soil 600 rmt

121.5

106

12905.73

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2.7.1 Digging of trenches (size 45cm x 45 cm)and separating stones from dugup soil and making mounds of the soil 2.7.1.2 Clayey Loam Soil 800 rmt

162

119

19294.2

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2.7.1 Digging of trenches (size 45cm x 45 cm)and separating stones from dugup soil and making mounds of the soil 2.7.1.3 Hard clayey Soil upto 20% boulders

121.5

158

19199.43

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2.7.1 Digging of trenches (size 45cm x 45 cm)and separating stones from dugup soil and making mounds of the soil 2.7.1.4 Hard clayey Soil more than 20% boulders 7000 rmt

1620

204

331403.4

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2.1 Advanced soil work 2.1.3 Layout for excavation of V-Ditches 500 rmt

500

-

415

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2.8 Digging of V-Ditches Size ( 0 + 0.3)/ 2x 1.2 M, ( 0.18 Cum per running meter) 2.8.3 Hard clayey Soil upto 20% boulders 200 rmt

36

145

5220.72

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2.8 Digging of V-Ditches Size ( 0 + 0.3)/ 2x 1.2 M, ( 0.18 Cum per running meter) 2.8 Digging of V-Ditches Size ( 0 + 0.3)/ 2x 1.2 M, ( 0.18 Cum per running meter) 2.8.4 Hard clayey Soil more than 20% boulders 300 rmt

54

170

9230.76

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2.1 Advanced soil work 2.1.2 Layout for excavation of pits 8000 nos

8000

-

7200

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2.6.1 Soil work:- Digging of pits (size 0.45 x 0.45 m x 0.45 m or (0.50+0.40)/2 X 0.45 cubic meter 2.6.1.1 Sandy loam soil 200 pit

200

10

2042

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2.6.1 Soil work:- Digging of pits (size 0.45 x 0.45 m x 0.45 m or (0.50+0.40)/2 X 0.45 cubic meter 2.6.1.2 Clayey Loam Soil 1800 nos

1800

12

21726

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2.6.1 Soil work:- Digging of pits (size 0.45 x 0.45 m x 0.45 m or (0.50+0.40)/2 X 0.45 cubic meter 2.6.1.3 Hard clayey Soil upto 20% boulders 3000 nos

3000

15

45420

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2.6.1 Soil work:- Digging of pits (size 0.45 x 0.45 m x 0.45 m or (0.50+0.40)/2 X 0.45 cubic meter 2.6.1.4 Hard clayey Soil more than 20% boulders 3000 nos

3000

18

54990

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3.28 Seed Collecting (rates of clean seeds) 3.28.2 Babool

60

61

3700.8

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3.28 Seed Collecting (rates of clean seeds) 3.28.3 Ber (kernels)

80

93

7471.2

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3.28 Seed Collecting (rates of clean seeds) 3.28.6 Kumtha

150

116

17443.5

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3.28 Seed Collecting (rates of clean seeds) 3.28.7 Acacia Tortalis

50

82

4140.5

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3.28 Seed Collecting (rates of clean seeds) 3.28.11 Ronz

40

137

5497.2

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3.28 Seed Collecting (rates of clean seeds) 3.28.22 Karanj

30

155

4651.2

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3.28 Seed Collecting (rates of clean seeds) 3.28.23 Ratanjot

70

66

4685.8

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3.28 Seed Collecting (rates of clean seeds) 3.28.27 Churel

30

280

8404.2

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3.28 Seed Collecting (rates of clean seeds) 3.28.28 Khejadi

10

172

1726.7

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3.28 Seed Collecting (rates of clean seeds) 3.28.29 Dhaman Grass

50

144

7223

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2.11 Soil Conservation work 2.11.1 To make check dams- Making check dams with dry stones (show the number of check dams and measurements in the measurement book) along with excavation and breaking of stones volume includes voids

250

288

72067.5

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2.11.4 Making Earthen Check dam (volume including voids) 2.11.4.2 Clayey loam soil

1400

99

139118

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Digging of Nadi No 01 6.2.1.2 In hard soil work through mechanical means

850

100

85340

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Digging of Nadi No 02 6.2.1.2 In hard soil work through mechanical means

700

100

70280

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Digging of Nadi No 03 6.2.1.2 In hard soil work through mechanical means

800

100

80320

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3.12 Fixing slab/ stone for marking blocks in tree plantation area:- Digging one foot deep pit and fixing stone and white washing including numbering.

2000

7

14140

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3.25 Miscellaneous 3.25.3 Watchman work in plantation area

78

259

20202

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3.23 Construction of kutcha roads for vehicles movement.

1600

3

5632

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Round Hodi Nirman - 41 B1.1.8 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 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

7.42

155

1150.1

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14 B4.4 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( as required) excluding the cost of centering, shuttering and reinforcement for Arches, arch ribs, domes, vaults, shells, folded plate, chimneys, shafts , roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias and eaves boards M20 grade Nominal Mix / Design Mix

3.45

5154

17781.3

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62 B11.3.2 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 75mm thick with 20mm thick nominal size aggregate.

3.79

397

1504.63

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318 B6.1.7 Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in : Cement Mortar 1:6 (1Cement:6Sand).

1.62

2775

4495.5

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97 B6.2.7 Random Rubble stone masonary for superstructure above plinth level one storey height above 30 Cm. thick walls in : Cement Mortar 1:6 (1Cement:6Sand).

1.62

3220

5216.4

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99 B11.26 Random rubble dry stone Kharanja under floor.

0.45

1098

494.1

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4 BJ10.1.1 Stone slab roofing on ground for with fine grained stone slab from approved quarry with 150 mm top lime terracing with Hemp, Methi, Lime, Sandla with Gur & Gugal (as per JODHPUR PRACTICE) including ralthal, filling of joints of parapet and slab on both sides in cement sand mortar 1:4 lime batta (gola) 75mmx75mm Sandla and ceiling plaster in CM 1:4 with wire and nails etc. complete as per specification for span. Upto 2.00 metre.

3.79

2064

7822.56

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186 B12.1.1 Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 25 mm thick

35.44

228

8080.32

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Gate Pillar Nirman - 41 B1.1.8 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 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

2.33

155

361.15

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19 B3.1.6 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

0.35

2859

1000.65

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318 B6.1.7 Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in : Cement Mortar 1:6 (1Cement:6Sand).

1.98

2775

5494.5

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97 B6.2.7 Random Rubble stone masonary for superstructure above plinth level one storey height above 30 Cm. thick walls in : Cement Mortar 1:6 (1Cement:6Sand).

2.97

3220

9563.4

... More
186 B12.1.1 Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 25 mm thick

15.81

228

3604.68

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H-Shedule Item

-

-

-

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Constrution of Cattle guard Hut size 02 meter wide round shape with hight 03 meter (Jhopa) Prepare by Pal, Sarpani, Munjh Jewadi, etc

1

30000

30000

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Providing and fixing steel gate, grating and grills made of angles, tees, square bars, flats of black pipe with hold fast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.

120

105

12600



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