Forest Department Tender

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Forest Department Tender

Works
Eprocure
Opening Date11 Jan 2025
Closing Soon14 Jan 2025
Tender Amount₹ 26,60,000 
Notes
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Costs

  • EMD

    ₹ 53,200
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 1,000

Summary

Botancial Gardern Ajmer

Description

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BOQ Items

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Centering and shuttering with steel plates including strutting propping, barcing both ways with woodens members and removal of form work upto floor three level for:Suspended floors, roofs, landings, staircase, balconies, girders, cantilevers, bands, copingbed plates, anchor blockes,sills, chhajjas, lintel, beams etc.4.10.2 For Base, Pillers,seating base,seating,slab, wall

63.85

850

54276.03

... More
providing and laying in position specified grade of cement concrete for RCC structure elements upto floor three level including curing compaction etc. complete in retaining walls,returnwall, Wall ( any thickness ) including attached pilasters , column,piers, abutments,,pillers, posts,buttresses string Course ,parapet coping bed plates, anchor blockes,sills, fillets up to floor three level excluding the cost of centreing and shuttering .M 20 grade mix For Base,Pillers, seating base, seating Pillers,slab, wall 4.1

8.43

7895

66553.99

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Providing and fabricating reinforcement for RCC work including straightening , cutting, bending, placing in position in binding (including cost of binding wire) all complete up to floor three level Thermo mechanically treated bars (IS:1786) as per item R.C.C. 6.66 X 2500x.04= 4.13.3

842.99

165

139093.2

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Supplying & fixing fixed wire mesh 25X25X 2.1 mm For Base, Pillers, seating, slab base 9.26

61.31

560

34334.02

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Supplying & fixing welded mesh 25X25X 2.1 mm For Base, Pillers, seating base, slab 9.26

61.31

530

32494.7

... More
Plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc complete fine finish : 12 mm thick 12.1.3 For Base, Pillers , seating base,seating , slab, wall, Round 12.1

104.61

484

50631.93

... More
Extra for making Ornamental design like Kangooras Gola etc. as per Jaipur practice in cement plaster Plaster 12.29

104.61

298

31174.2

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Painting with emamel paint of approved brand and manufacture and to give an even shade .Two or more coats on New work For Base,Pillers ,seating base, seating, slab,wall, Round

104.61

242

25315.97

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Dry Masonary

1.52

3580

5435.96

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Prepare Horticulture and Ornamental per Hut 15% extra for total work

1

99199

99199.22

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Extra cost for loading & leading 20% for Total cost

1

132265

132265.63

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Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m ,disposed earth to be levelled and neatly dressed 1.7.2

15

410

6150

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Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excludin the cost of centering and shuttering - All work up to plinth level.M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).3.1.2

2.5

4624

11560

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Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).3.2.1

8.56

5451

46683.07

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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( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix

2.13

5185

11029.96

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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. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Cold twisted deformed bars (IS : 1786).4.3 4.13.1 4.79 cum 100 kg per cum

479

77

36883

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Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc .Columns, pillars, posts and struts etc4.10.3Add extra for shuttering in circular work (in respective centering and shuttering items) 4.10.3 + 4.10.8

37.24

450

16758.98

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Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish 20mm thick 12.2.2

54.21

202

10951.09

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Providing and fixing ornamental/aesthetic look cement concerte claddings/ veneers up to 100 mm with, over a base of cement Plaster 1:4, 20 mm thick including cement pointing 1:2 with an admixture of pigment to match the shades of veneer upto 4:5 mtr. Height above plinth level. 6.24

159.9

982

157021.8

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Purechase of murga jali and ornamantil colour etc

1

40000

40000

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Contingence

1

6000

6000

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Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.: All kinds of soil Pipes cables,etc. exceeding 80mm dia but not exceeding 300mm dia. 1.10.2

1000

187

187000

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P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2 .) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 75 mm dia 3.16.2

1200

177

212400

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P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc.25mm dia nominal bore 'B' Class 2.2.3

25

278

6950

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Making connection of G.I. distribution branch with G.I. main including all fitting. Upto 25mm dia 2.3.1

30

265

7950

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P & F Stop Cock (IS :8931 Mark), superior quality & of approved make: Brass 1350gm. 25 mm nominal bore. 2.8.3

30

729

21870

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Supply of PVC hose pipe of different sizes at store including transportation etc. complete. 25 mm dia 1.10.3

150

80

12000

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Missc. Expenditure

1

10000

10000

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Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering,rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.: 350x3mx0.20 =210 cum PWD BSR ajmer 2023 Ch. No. B-1 item No. 1.2

210

272

57120

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CARRIAGE OF MATERIALS Earth, Sand, Lime, Morrum manure or sludge Add for each 1 Km beyond 10 Km (upto 20 Km PWD BSR ajmer 2022 Ch. No. G-4.1

210

165

34650

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Earth work in excavation by me Mechanical means (Hydraulic Excavator) / manual means over areas (exceeding 30cm in depth 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead upto 50m and lift upto 1.5m , disposed earth to be levelled and neatly dressed all kinds of soil B-1/ 1.8 boundary wall 10x2 x0.45x 0.45= 4.05 cum

4.05

178

720.9

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Random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in cement mortar 1:6 (1 cement : 6 sand ). boundary wall 10x 2 x0.45 x 0.45 = 4.05 cum B-6/ 6.1.6

4.05

2838

11493.9

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Random rubble stone masonry for with hard stone in superstructure above plinth level and upto five level above 30 cm thik walls in cement mortar 1:6 (1 cement: 6 sand ).boundary wall 10x 2 x0.30 x 0.30 = 1.8 cum B-6/ 6.2.6

1.8

3479

6262.2

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Dry stone masonary kharnja 10 x 3 x 0.25 = 7.5 cum B-6 /.6.2.2

7.5

2385

17887.5

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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. "M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone  aggregate 20mm nominal size)." boundary wall 10x 2 x0.30 x 0.10 = 0.6 cum B-3 /3.1.2

0.6

4624

2774.4

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kharnja 10 x 3 x 0.10 = 3.0 cum B-3 /3.1.2

3

4624

13872

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E/W in excavation in foundation trenches or drains including dressing of side of ramming of bottom lift up to 1.5M including taking out the excavated soil & depositing refilling of jhiri with watering & ramming & disposal of surplus excavated soil as directed with a lead in a 50 mtr. Including stacking useful material if available. ord. rock B-1/ 1.9.1

14.33

268

3839.9

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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 using crusher broken stone aggregate.40mm B-3/ 3.1.6

3.45

3302

11401.81

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R.R.S.M. for foundation & plinth in cement above 30cm thick wall( in 1:5) B-6/ 6.1.5

22.59

2998

67724.82

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R.R.S.M. for super structure above plinth level one story hight above 30cm thick wall in 1:5 B-6/ 6.2.5

41.85

3639

152297.61

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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 using crusher broken stone aggregate.M-20mm in 1:2:4 B-3/ 3.2.2

1.76

5112

8997.12

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Brick masonary in foundation and plinth with brick of class designation 75 in 1:5 Add extra over item no. 5.1 for brick work in super structure up to third storey. B-5/ 5.1.2 Less B-5/ 5.1.2 Ist Story less gate,window,Almari,Vent

16.95

4263

72272.66

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Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements up to plinth level including curing comaction finishing with rendering in cement sand mortar 1:3 and making good the joints excluding the cost of centering shuttering and reinforcement. M-20 grade nominal mix. B-4/ 4.2

1.19

5609

6663.49

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Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements up to plinth level including curing comaction finishing with rendering in cement sand mortar 1:3 and making good the joints excluding the cost of centering shuttering and reinforcement. M-20 grade nominal mix. B-4/ 4.1

8.44

4934

41663.93

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Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formworks for foundation in basement rafts,footings, straps beams, bases of columns etc. up to plinth level. B-4/ 4.9 Roof, Sajja, Beems

88.43

157

13882.73

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Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire) all complete up to floor three level. Cold twisted deformed bars (IS:1786) B-4/ 4.13.1 9.62 x 7843/100 = 754.4966

754.5

77

58096.24

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Labour charges for cutting, bending for fabrication and binding reinforcement ( pain or tor / ribbed steel) as per drawing and design for R.C.C.& RB work including cost of binding wire with all lead and lift up to floor three level complete. B-4/ 4.14 9.62 x 7843/100 = 754.4966

754.5

12

9053.96

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R.R.S.M. for super structure up to plinth level one story hight above 30cm thick wall in Dry stone masonary. B-6/ 6.2.2

10.53

2385

25120.01

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Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc. complete fine finish: 25 mm thick B-12/ 12.2.1 B-12/ 12.2.1

425.9

227

96679.87

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Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc. complete fine finish: 25 mm thick Add extra item no.12.1 to 12.14 for plaster done over celling B-12/ 12.2.1/ 12.14

66.06

261

17240.36

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Kota stone slab floornig 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polished complete with base of cement morter 1:4. for area of each slab from 901 to 2000 sq.cm: B-11/ 11.18.1

58.49

950

55565.5

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Distempering with dry distemper of approved brand and shade ( two or more costs) and of required shade on new work, over and including priming cost of whiting to give an even shade including all scaffolding B-12/ 12.36

491.92

53

26071.76

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Structural steel work in built up tubular, trusses and framed work including cutting, hoisting,(hight upto 10m) fixing in position and applying a priming coat of approved steel primer Welded and bolated including spaecial shaped washers etc. all complete. Hot finishing welded type tubes. Room & kitchen, Window,Went B-9/ 9.3.1

598

100

59800

... More
Missc. Expenditure

1

75000

75000

... More
Missc. Expenditure

1

19846

19846.43



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