Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure
Opening Date17 Feb 2025
Closing Date24 Feb 2025
Tender Amount₹ 10,97,000 
Notes
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Costs

  • EMD

    ₹ 21,940
  • Document Cost

    ₹ 500
  • Tender Fee

    ₹ 500

Description

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BOQ Items

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Depth up to 0-1.5 M

16.12

124

1998.88

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Depth up to 1.5 M-3.0 M

16.12

145

2337.4

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Depth up to 3.0 M-4.5 M

16.12

166

2675.92

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Depth up to 4.5 M-6 M

16.12

187

3014.44

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Depth up to 6 M-7.5 M

16.12

208

3352.96

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Depth up to 7.5 M-9 M

16.12

229

3691.48

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Depth up to 9 M-10.5 M

16.12

250

4030

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Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement Mortar 1:4 (1-Cement:4-coarse sand).

26.06

4500

117288

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Half brick masonry in Superstructure , above plinth level upto floor Five level using F.P.S. bricks of designation 75 Cement mortar 1:4 (1-Cement:4-coarse sand).

65.94

446

29409.24

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Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish: 20 mm thick. Add extra for plastering on circular work not exceeding 6 Mtr. in radius.

198.16

192

38047.3

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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. 40 mm thick with 20 mm thick nominal size aggregate.

7.07

245

1732.15

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

235

76

17860

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Construction of tubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with "code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of well plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemed completed only after obtaining sand free water during pumping. 250mm nominal bore

60

1286

77160

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Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 250 mm Nominal Bore.

20

2995

59900

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Supply of ERW M.S. black casting pipe ISI marked (IS:4270/1992) of grade Fe 410 of following sizes at site of work.250 mm nominal bore

40

2801

112040

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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 110mm dia

7

186

1302

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P & F rigid PVC pipe fittings (IS : 4985 mark) of approved quality / make including joining the pipe with solvent cement rubber ring and lubricant: 110mm dia Bend 87.5

20

132

2640

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.. 600 mm dia

10

1782

17820

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Stone slab roofing on ground floor with fine grained stone slab from aproved quarry (Soorsagar, Jodhpur) including filling of joints of parapet and slab on both sides in cement sand mortar 1 :4 with top 15Cm. thick lime concrete (40:100) terracing (as per BIKANER PRACTICE) including sandla ralthal, hemp and methi well tapping finished smooth polished surface in all respects in lime surkhimortar 1 : 2 with nails and wire and lime batta (gola) 75 mm x 75 mm and sandla etc. complete finished for span : Upto 2.00 metre.

10.75

2064

22188

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Supply & lying River- gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids

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-

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Size 9 to 12 mm

3

1260

3780

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Size 3 to 5 mm

2

1155

2310

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Development of tube well as per IS specification using suitable compressor to give and free water for required yield of the gravel packed tube well.

12

515

6180

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Supplying and fixing stone lintels / bed plates of approved quarry rough dressed in cement mortar 1:4 . Above 15 cm. thick

0.17

8200

1394

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Supplying, fabrication & erection of all steel member as per IS 800-1984 & other relevent IS code for shelter/height guage comprising of welded trusses, purlin,bracing, post, girder, column, bearing plate, gusset plate etc. on raising level plateform & sheds including cost of cutting, leading etc. & cost of providing bolts,nuts, washer & welding where required with lead, lift, ascent/decent as per approved make & as per RDSO design including primming coat of red oxide of approved engineer in charge and painting of two coat with synthetic / aluminium paint as a complete job including all taxes, lead, lift, ascent/decent, crossing of track as a complete job.

50

6377

318850

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Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth Col. Footings

87.08

141

12278.28

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 PCC Col.Footing

7.2

2983

21477.6

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C. grade M 25 Col.footing A=(1.10*2.0+0.50*0.50)/2=1.225

16.29

3877

63156.33

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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 For Col. Footing weightage = 100 Kg./Cum.

1.63

43959

71653.17



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