Uttar Pradesh Projects Corporation Limited Tender

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Uttar Pradesh Projects Corporation Limited - UPPCL Tender

Works
Building Construction
Eprocure
Opening Date3 Dec 2020
Closing Date17 Dec 2020
Tender AmountRefer Documents 
Notes
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Costs

Summary

Construction Of Fire Station Rajapur, District Chitrakoot.

Description

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BOQ Items

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Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

59.82

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4180

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Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work.

55.5

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950

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Providing and injecting chemical emulsion for pre constructional 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 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution)

424.06

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147.25

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R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. including cost of binding wire. The rate excludes making of drip course which shall be paid extra.

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Ground Floor

2.11

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6767.58

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First Floor

2.11

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6767.58

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As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete)

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-

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Ground Floor

57.59

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6957.58

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First Floor

57.59

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6957.58

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As in item 6 but for the lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete)

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-

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Ground Floor

46.48

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7147.58

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First Floor

23.54

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7147.58

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As in item 6 above but in R.C.C. Raft foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete)

52.06

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6387.58

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As in item 6 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20.

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-

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Ground Floor

26.96

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7220

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First Floor

21.2

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7220

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Boring providing & installing cast-in-situ single under reamed pile of specified dia and length below pile cap in cement concrete with mix M-20 of 20mm nominal size of grit to size to carry a safe working load not less than specified excluding the cost of steel reinforcement but including boring with pentonide solution and length of pile to embedded in the pile cap. 300 mm dia Piles (P1)

1164.4

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1085.82

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M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.

31.07

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4987.5

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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)

41.52

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295.1

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Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

41.52

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87.21

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Same as in item No. 11 above but in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand)

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Ground Floor

71.25

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5424.5

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First Floor

71.25

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5424.5

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Same as in item no. 14 but in 1:3 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work.

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-

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Ground Floor

38.09

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5776

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First Floor

39.48

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5776

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P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.

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-

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Ground Floor

334.97

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5320

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First Floor

152.14

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5320

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15 mm thick plinth plaster [1 cement : 4 coarse sand]

86.62

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270.54

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12 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

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-

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Ground Floor

961.32

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113.05

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First Floor

961.32

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113.05

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12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 fine sand.

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Ground Floor

626.78

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99.75

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First Floor

555.1

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99.75

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Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.Per bag of 50 kg cement used in the mix

-

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-

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Ground Floor

626.78

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19

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First Floor

555.1

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19

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Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.

1679.14

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49.96

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25 mm thick Kota stone slab flooring 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 polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : Ground Floor

143.15

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1299.33

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20mm thick Kota stone slab in risers of steps, skirting, in cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. Ground Floor

34.2

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1535.31

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M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work.

-

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-

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Providing & fixing of hold fast for chaukhats of doors and windows.

294.6

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53.2

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Providing & fixing of door / windows grill.

1216.8

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60.8

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Z-Section steel windows (Openable)

1521

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64.6

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Angle iron door chaukhats 40*40*5

1318.2

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62.7

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Fixing of Door, windows/ventilators chaukhats in position.

-

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-

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Door chaukhats

64

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68.4

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Window chaukhats

18

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45.6

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Ventilator chaukhats

16

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34.2

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Providing & laying of light cinder filling under floor of toilets & other sunken roofs.

20.7

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1187.5

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Providing and laying water proofing treatment in sunken portion of W.C., bathroom etc, by applying cement slurry mixed with water proofing cement compound consisting of applying :- (a) First layer of slurry of cement @ 0.488 Kg/Sqm mixed with water proofing cement compound @ 0.253 kg/Sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 Kg/Sqm mixed with water proofing cement compound @ 0.126 kg/Sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

123.2

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394.92

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GST extra as per applicable

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