Uttar Pradesh Projects Corporation Limited Tender

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Uttar Pradesh Projects Corporation Limited - UPPCL Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date23 Feb 2025
Closing Soon3 Mar 2025
Tender Amount₹ 31,65,634.02 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Providing and laying in cement concrete 1:4:8 (1 cement :4 fine sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form-work,in foundation and floors. (PWD-281)

18.12

4512

81766.5

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R.c.c. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:2:4 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.strength of the concrete shall not be less than M-20. (PWD-285 SOR ALLAHABAD)

13.23

8122

107460.68

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As in item 3 above but in R.C.C. Raft foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete) M-20 (PWD-287A SOR ALLAHABAD)

15.89

6863

109064.99

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As in item 4 above but in R.C.C. columns in (Using 1:1.5:3 Mix concrete) M-20 (PWD-289 SOR ALLAHABAD)

15.72

8075

126939

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TMT Bar or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in anover 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. (PWD- 504)

58.84

5510

324208.4

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Class M-150 brick work in 1:6 cement coarse sand (of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (PWD-303+305a-305)F.M.-2.25

62.01

5225

324002.25

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Same as in item no. 7 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). F.M.-2.25 (PWD-303+305a-305+309+310)

12.2

5752

70177.45

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Brick work in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work.(PWD: 305a+ 309 +310a) F.M.-2.25

27.4

6070

166331.7

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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 coarse sand (2.25 FM) (PWD-586+584a-584+596)

957.01

121

116372.42

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Finishing walls with water-proofing on cement paint of approved make such as super snowcem,durrocem,robiacem,guttucem supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials.(PWD-660+661)

957.01

63

60913.69

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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. (PWD-362)

350

44

15627.5

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15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) F.M.-2.25. (DSR-13.5.1)*0.8345)

350

252

88497.5

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Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. grill. (PWD-502)

766.59

54

41510.85

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Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. (PWD-641+642)

219.03

90

19872.59

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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

200

230

46108

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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller8 including making good the undulations etc. and re-rolling the subWC .g rade and disposal of surplus earthwith lead upto 50 metres. (DSR-16.1*0.8345)

335.95

124

41748.51

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Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 50 meter and including filling, watering and ramming of excavated earthdisposal of sur-plus earth as directed by the Engineer incharge up to a distance of 50 meters from the foundation trenches. (PWD-251) SOR ALLAHABAD

25.76

166

4282.6

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Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors. PWD-281

55.43

4512

250127.88

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M-150 brick work in 1:4 (one cement and four 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.

15.68

5415

84907.2

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Providing and laying in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded Stone aggregate 20 mm nominal size) and curing complete, including cost of form-work, in foundation and floors.

42.55

5529

235258.95

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Providing and laying in position bitumen hot sealing compound for expansion joints etc. DSR- 16.46.1*0.8345 Using grade 'A' sealing compound.

142.22

2

371.19

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Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 50 meter and including filling, watering and ramming of excavated earthdisposal of sur-plus earth as directed by the Engineer incharge up to a distance of 50 meters from the foundation trenches. (PWD-251) SOR ALLAHABAD

2.05

166

340.81

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Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors. PWD-281

7.76

4512

35017

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M-150 brick work in 1:4 (one cement and four 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.

2.21

5415

11967.15

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Providing of 80mm thick I shaped mechanically compressed inter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200x(160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder the compressive strength of concrete pavers blocks shall not be less than 30 MPa cost of all material, labour, T & P etc i/c levelling and dressing of surface required for proper completion of work as directed by Engineer-in-charge. (PAGE-42]

1523.04

19

30384.65

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Laying of Interlocking tiles (PAGE-42)

43.52

104

4547.84

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Earth work in exacavation in trenches for foundations in ordinary soil (loan clay or sand) including lift upto 1.5m and leadup to 30m.&including filling watering & ramming of excavated earth in to trenches or into the space between the building & the sides of foundation trenches or in to the plinth and removal & disposal of surplus excavated earth as directed by the Engineer i/c upto a distance of 30 m from the foundation trenches. (PWD-251) SOR ALLAHABAD

5.45

166

906.06

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Providing and laying in cement concrete 1:4:8 (1 cement :4 fine sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form-work,in foundation and floors. (PWD-281)

0.54

4512

2436.75

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"R.c.c. work with cement approved coarse sand and 2 cm. (3/4"") guage approved stone ballast in the proportion 1:1.5:3,(1 cement :4.5 aggregate) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 B WG 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. strength of the concrete shall not beless than M-200." As in item 5 above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 Mix concrete)(AR-II) M-20 PWD-287A SOR ALLAHABAD

1.35

6863

9266.06

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As in item 3 above but in R.C.C. columns in1:1.5:3having strength not less than M 150. (PWD- 289) M-20 PWD-289 SOR ALLAHABAD

1.06

8075

8559.5

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TMT Bar or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in anover 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. (PWD- 504)

3.56

5510

19615.6

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12 mm cement plaster in single coat on fair side of single or half brick wall for interior plastering up to floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and / or rounded angles not exceeding 80 mm in girth and finished even and smooth No. extra for mixing any additive.(PWD-586+583-582) (1)1 cement : 6 coarse sand (2.25 FM)

6.72

121

817.15

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Finishing walls with water-proofing on cement paint of approved make such as super snowcem,durrocem,robiacem,guttucem supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials.(PWD-660+661)

6.72

63

427.73

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Mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record racks, roof work gates etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. (PWD-503)

472.5

56

26710.43

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Painting Ist coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. (PWD-641+642)

9.45

90

857.4

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Earth work in excavation in trenches or drains(not exceeding 1.5m in width or 10 sqm on plan) including dressing of side sand ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed,with in alead of 50 m. All kinds of soils.

7.04

166

1170.4

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level. (a) 1:4:8( 1 cement : 4 course sand: 8 graded stone aggregate 40 mm nominal size )

1.58

4512

7129.75

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level. (a) 1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20 mm nominal size ) 279A

1.8

5529

9952.2

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Providing and fixing T-iron frames for doors,windows and ventilators of mild steel Tee-sections,joints mitered and welded with 15*3mm lugs 10 cm long embededded in cement concrete blocks 15*10*10 cm of 1:3:6 ( 1 cement : 3 course sand :6 graded stone aggregate 20 mm nominal size ) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary but hinges and screws and applying a priming coat of approved steel primer. PWD-502 ANGLE IRON 90*90*6 mm T-SECTION 90*90*6 HOLD FAST 40*6 FLAT

173.48

54

9393.94

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G.I. Pipe (80 MM DIA) (DSR-18.12.8)*0.8222

126.94

676

85904.11

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Filling of Earth by carted earth

568.02

330

187736.29

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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineerin- Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.

46.04

1108

51044.55

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Supplying, fixing and installation of water coolar with accessories

1

80750

80750

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GST Extra as per applicable

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