Directorate Of Urban Local Bodies Tender

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Directorate Of Urban Local Bodies - DOLBU Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date30 Apr 2025
Closing Date20 May 2025
Tender Amount₹ 80,24,070 
Notes
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Costs

Description

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BOQ Items

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40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar

1368

650

889542

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Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.

33.56

145

4866.2

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First class brick work in 1:4 cement and COARSE sand of mortar in super structure including supply of all materials, labour and T&P etc. required for proper completion of work. Half thick wrick work

74.62

6300

470106

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Earth work in embankment in ordinary Soil including lift 1.50m lead 30mwith cartage of earth from 6km to site including loading unloading etc all complete mechanically . 253+231(a)

168.92

371

62669.32

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Providing and laying base concrete 1:4:8 Cement C/sand and 40mm gauge stone ballast including supply of all material labour T&P etc all complete S.I. 281

43.2

6000

259200

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15mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth.

79.2

200

15840

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Providing and laying of interlocking concrete block pavement having thickness 80mm as per drawings and technical specification Clause 1504

432

825

356400

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Cement concrete 1:2:4 cement c/sand And stone grit etc all complete 279a

2.3

7250

16704

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Concrete with 2 cm gauge stone ballast and coarse sand of and cement in proportion and cement in proportion of 6:3:1 in foundation and under floors, including suply of all material, labour & T&P etc. required for proper completion of the work. As per SI No 279

222.23

5122

1138317.62

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Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : (i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.

44.32

1362

60405.94

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Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge : Using rough Kota stone

113.56

1780

202170.87

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Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313 ( Part II 1981 ) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or chordancewill be used. The rate of application of chemical emulsion shallbe as follows : (1 Treatment for masonary & foundation 5 liters pe r/ 100 Sqm. (2) Back fill in immediate contact with foundation 7.5 liters / 100 Sqm. (3) Treatment of top surface of plinth filling 5 liters / 100 Sqm. (4)Treatment junction of wall and the floor 7.5 liters / 100 Sqm. (5)Treatment of soil along external perimeter of building 7.5liters / 10 Sqm. (6) Treatment of soil under apron along external perimter 5 liters / 100 Sqm.

88.61

256

22697.45

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First class brick work in 1:4 cement and COARSE sand of mortar in super structure including supply of all materials, labour and T&P etc. required for proper completion of work. 9" thick wrick work

4.78

5345

25549.1

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First class brick work in 1:4 cement and COARSE sand of mortar in super structure including supply of all materials, labour and T&P etc. required for proper completion of work. Half thick wrick work

9.62

4905

47186.1

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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, but excluding the cost of nosing of steps etc. complete. mm thick with 20 mm nominal size stone aggregate

1368

545

745560

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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete

255.4

123

31631.29

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Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

96.56

214

20692.81

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Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats

255.4

212

54285.27

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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer

96.56

162

15695.83

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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). As per SI 13.47.1

155.4

162

25229.19

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Highmast light 12.5 mtr long pipe 8 no. 200 w LED light, 2 kw. Solar power plant with 24 volt solar invertor and 2 no 200 Ah solar battery and 1 HP submercible pump with boring, plateform, tank etc. complete with all accesseries as per detailed analysis

1

700000

700000

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First class brick work in 1:3 cement and COARSE sand of mortar in super structure including supply of all materials, labour and T&P etc. required for proper completion of work. 9" thick wrick work

32.1

5366

172273.96

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15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sand

163.58

368

60339.75

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Provding and fixing of high mast light of Input Voltage(V) 90~295V AC Mast Height upto30m with no of lights with 6 in nos. with high quality grade with approval fo the engineer in charge.

4

94000

376000

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Provding and fixing of normal pole LED lights of 60 watts with Ip65 with high quality grade with approval fo the engineer in charge.

10

15000

150000

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Provding and fixing of normal solar pole LED lights of 60 watts with Ip65 with high quality grade with approval fo the engineer in charge.

6

21000

126000

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Cost for bench (M.R.) (as per direction engineer incharge)

10

40000

400000

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Providing and fixing of main doors of stainless steel with SS columns in between fixes with hinges of SS as per approved by the engineer in charge

1638

150

245700

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Fountain (as per direction engineer incharge)

1

100000

100000

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Plantation of trees and their maintenance for one year planting of trees by the boundary side (avenue trees) in 0.60 m dia holes. 1m deep dug in the ground mixing the soil with decayed farm yard , backfilling the trench , watering fixing the trees gaurds for one year (market rates) Delonix Vegia Trees.

40

850

34000

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Plantation of trees and their maintenance for one year planting of trees by the boundary side (avenue trees) in 0.60 m dia holes. 1m deep dug in the ground mixing the soil with decayed farm yard , backfilling the trench , watering fixing the trees gaurds for one year (market rates) Ficusbengaleners Trees.

70

1350

94500

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Rain water harvesting 75 mtr deep and 300 mm dia pipe recharge through recharge pit size 5x5x2.24 mtr as per analysis

1

500000

500000

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100 MM PVC casing pipe of ISI mark

60

550

33000

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P/F 50 mm GI pipe (B) class DSR-18.12.6

40

560

22400

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Nylon mesh for filter

1

550

550

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plastric dori

1

150

150

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Solvent Cement

1

250

250

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110 mm end cap

1

300

300

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110 mm subercible cap

1

250

250

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50mm MS Clamp

1

1600

1600

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50mm GL elbow

1

110

110

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50mmx110mm GI nipple

1

140

140

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2 HP 9 stages submercibel pump of ISI mark with automatic panel

1

30000

30000

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2.5 sqm submecible cable

60

150

9000

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Drilling charges for 6" dia tubewell

60

675

40500

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Pea Gravel

1

2500

2500

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2" MS socket

4

150

600

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Cartage of material upto site

1

1000

1000

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SUPPLY OF WATER COOLER FOR PUBLIC

2

38000

76000



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