Uttar Pradesh Housing And Development Board Tender
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Uttar Pradesh Housing And Development Board - UPAVP Tender
Civil And Construction
Building Construction
Eprocure
Opening Date12 Jun 2024
Closing Date28 Jun 2024
Tender Amount₹ 74,96,000
Costs
EMD
₹ 1,50,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPHDB_927856_1Tender No
1229/G-12/29 dt 06-06-2024Tender Authority
Uttar Pradesh Housing And Development Board ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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Class 150 brick work in 1:6 cement and coarse sand ( FM 1.5 to 2.0) mortar in foundation and plinth including supply of all materials, labour and tools and plants etc, required for proper completion of the work. ( S.I.No. 303)
285.04
1188616
4170
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12 mm.thick plinth cement plaster in 1:6 cement and coarse sand ( FM 1.5 to 1.75) mortar, single coat on rough side of single or half brick wall for interior plastering including plastering internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. ( N.B.O. Item 17.59)
385.48
57822
150
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Earth work in filling with laying to be in 20 cm layers including watering, ramming,leveling & dressing the surface to be requried level & slope including supply of all material , T & P etc complete as per direction of E/I cartage should not be less than within 8 km from site (internal side of building area)
401.47
150551
375
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E/W filling to be in 20cm layers including ramming dressing the surface to be required levels & slope including cost of earth & cartage within 8.00 km from site (Filling outer side of building area)
206.53
74867
362.5
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R.C.C. work with cement approved coarse sand and 2cm (3/4") gauge approved stone ballast in the proportion 1:1½:3 (1 cement: 4.5 mixed aggregate) in Plinth bands and lintels of door and windows excluding supply of reinforcement binding the same with 24BWG binding wire and including necessary centering and shuttering etc, and also including supply of all material labour and tools and plants etc required for proper completion of the work. Strength of the concrete shall not be less than M-20
12.58
86173
6850
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Class 150 brick work (230mm thick) in 1:6 cement and coarse sand ( FM 1.5 to 2.0) mortar in super structure above plinth level upto floor two level (upto two storey) including necessary cutting and moulding of brickwork as required and also including supply of all materials, labour and tools and plants etc, required for proper completion of the work.
310.88
1433156
4610
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Class 150 brick work (115mm thick) in 1:4 cement and coarse sand ( FM 1.5 to 2.0) mortar in super structure above plinth level upto floor two level (upto two storey) including necessary cutting and moulding of brickwork as required and also including supply of all materials, labour and tools and plants etc, required for proper completion of the work. (S.I.No. 305a+309+310+310a)
74.38
378222
5085
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Mild steel or iron work in small size and section such as holding down botls , hold fast, tie rods , grating , grill /Staircase railing etc. ( when not included in an overall rates ) wrought to required shape as necessary for bending etc including supply of steel and its wastage i/c cost of bolts, nuts if required for and welding , grinding and making holes as required for proper completion of work ( SI No. 502)
3.61
19494
5400
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M.S or iron work in heavy size such as trusses, built up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work.
36.29
223183
6150
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Fabrication of Z-Section steel windows with handle & tower bolt including grill of square bar (SI No 502B) .
10.26
65151
6350
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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an overall 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 authorized overlapping shall be measured upto floor two level. ( S.I. No. 504)
88.41
836093
9457
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Cast cement concrete as in door sills, chaukhat boundary post and similar small precast unit with cement approved coarse sand and 20 mm gauge stone ballast in the proportion of 1:2:4 (class 150) excluding supply of reinforcement and its bending 24 BWG G.I. binding wire and including necessary centring and shuttering etc and also including supply of all materials, labour , T&P etc required for proper completion of the work binding wire to be supplied by the contractor free of cost SINo 282.
5.7
35169
6170
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R.C.C. work with cement approved coarse sand and 2cm (3/4") gauge approved stone grit in the proportion 1:1½:3 (1 cement: 4.5 mixed aggregate) in lintels band of door and windows excluding supply of reinforcement binding the same with 24BWG binding wire and including necessary centering and shuttering etc, and also including supply of all material labour and tools and plants etc required for proper completion of the work. Strength of the concrete shall not be less than M-20
14.93
102270
6850
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R.C.C. work with cement,approved coarse sand and 20mm gauge approved stone grit in proportion of 1:1.5:3 in T- Beam excluding suuply of reinforcement and its bending but including it's fixing and binding with 24B.W.G.G.I binding wire and including necessary centring and shuttering etc. and also including supply of all materials ,labour t&p required for proper completion of the work. Strength of the concrete shall not be less than M-20 as directed by E/I. (S.I.No. 289 )
3.23
24774
7670
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R.C.C. work with cement,approved coarse sand and 20mm gauge approved stone grit in proportion of 1:1.5:3 in slab, loft, sunshade excluding suuply of reinforcement and its bending but including it's fixing and binding with 24B.W.G.G.I binding wire and including necessary centring and shuttering etc. and also including supply of all materials ,labour t&p required for proper completion of the work. Strength of the concrete shall not be less than M-20 as directed by E/I. (S.I.No. 284a)
80.96
591008
7300
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Supply of fixing hexgonal Fan Box complete.
38
5700
150
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12 mm.thick cement plaster in 1:6 cement and Coarse sand ( FM 1.5 to 1.75) mortar, single coat on fair side of single or half 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.
3947.8
592170
150
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Making grooves 10x12 mm wide & 8 mm deep in plaster the wall or in ceilling vertically or Horizontally as required.( ALG SOR 2022 S. I. No. 598 (i) Page No 55
521.36
16683
32
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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. New Item Page 29
518.7
492765
950
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Supply and Fixing of 110 mm dia S.W.R. PVC pipe approved quality class B (Prince, Vectus etc Marka)
144.4
75665
524
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Supply & Fixing of 30 mm flush door shutters of commercial quality conforming to I.S.2202 PartI(1983) including fixing of wooden cleats stoppers and including supply fixing and adjustment of oxidised fittings of approved quality with necessary screws complete
34.2
44460
1300
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Supply and fixing of Oxidised door and window fittings
34.2
12996
380
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White cement washing wall surface one coat to give on even shade and including thoroughly brushing the surface to remove alldirt, dust mortar drops and other foreign matter . 673
3163.5
50616
16
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Painting two coat synthetic enamel paint over and including priming coat on new steel orNew Wood work surface upto 10cm width or girth in small articles not exceeding 0.10 sqm area after and including preparation of surface by thoroughly cleaning oil,grease, dirt and other foreign matters and scored by wire brushes, fine steel woool rappers and preparing and knotting including cost of all materials,labours,T&P etc. required for proper completion of the work. 641
110.01
11441
104
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Finishing wall with water proofing cement paint of approved make undecorated wall surfaces two coat over and including one coat of white cement to give even shade after thoroughly brushing the surface to powered material including curing and cost of all materials. S.I. No. 660
1757.1
98397
56
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Numbering of Houses
19
2850
150
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Supply and fixing of the internal Lock in door shutter etc. including supply of all materials labour T&P etc. required for proper completion of the work. MR
19
8550
450
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2.5 cm (1") thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm. (1") graded approved stone grit, laid in panels finished with 3 mm. (1/8") floating coat of neat cement of cement and marble dust in ratio 5:1 as specified over and including 8 cm (3") thick base concrete consisting of cement, fine sand of 1.25 fineness modulus and brick ballast 4 cm. (1½") gauge in the proportion of 1:4:8 and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. S.I 601
56.43
31036
550
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Supply and Laying Glass strips 22 mm x 3.8 to 4.7 mm
65.55
983
15
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12 mm thick Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement including water proffing compund A.R (D.S.R 2021 SI 13.9.1)
209.95
45475
216.6
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INTERNAL ELECTRIFICATION Supply and fixing of concealing of 20mm dia & 2mm thick rigid P.V.C. conduit fixing its and their plastering with cement coarse sand mortar finished to the levels i/c codt of threading in conduit and provide competion of the work. (S.I. No 148a)
302.29
18741
62
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Supply and fixing of concealing of 25mm dia & 2mm thick rigid P.V.C. conduit fixing its and their plastering with cement coarse sand mortar finished to the levels i/c codt of threading in conduit and provide competion of the work. (S.I. No 149a)
369.55
26607
72
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Supply and fixing of 16 SWG (1.5mm thick) 300x450x65mm size dully painted with red oxide primer M.S box flushed in wall i/c cutting of brick work fixing at to the levels with cement coarse sand mortar i/c supply of all materials labour T&P etc required for proper completion of the work. (S.I No 166)
57
22287
391
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Same as above Item no 3 but 250x300x65mm size M.S. Box. (S.I No 164)
57
13452
236
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Same as above Item no 3 but 175x100x65mm size M.S. Box. (S.I No 161)
38
5928
156
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Supply and Fixing 2/3/4 way round surface junction box fixed in walls along with 20mm dia /25mm dia conduit. (S.I. No 154)
494
15314
31
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