Uttar Pradesh Housing And Development Board Tender

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Uttar Pradesh Housing And Development Board - UPAVP Tender

Works
Civil And Construction
Eprocure
Opening Date23 Oct 2024
Closing Date7 Nov 2024
Tender Amount₹ 1,40,00,000 
Notes
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Costs

Summary

Construction Of Road, Sewer, Drain/culvert, Park, Water Supply And Retaining Wall

Description

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BOQ Items

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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 roller including making good the undulations etc. and re-rolling the sub-grade and disposal of surplus earth lead up to 50 mtrs.

2177

123

267771

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Providing, laying, spreading and compacting graded stone aggregate of size 45mm to 22.4mm @30% 22.4mm to 2.36mm @ 40% and 2.36 to 75 micron @ 30% to wet mix macadam 10cm loose compacted to 7.50cm, specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (MORT&H S.I. No. 406) page No. 110.

227

3860

876220

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Supply and Laying for separation membrane of impermeable plastic sheeting 125 micron thick. DSR 2018 Item No. 0323

1126

12

13512

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Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer (AR as per DAR 2021 16.43.2)

176

7206

1268256

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Applying trimix concreting surface with groom finish as per pattern design including mixing of surface hardener @3.6 kg/sqm in cement including cost of all material labour T&P complete for proper completion of work.

322

250

80500

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Making groove cutting of CC road as per direction of E/I.

410

20

8200

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Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm and compressive strength not less than 30mpa and having weight 5 kg per No. specification confirming IS15658:2000 and also as per Drawings Technical specification clause 1504. Excluding GSB. (UPPWD SOR 2017-18 Ch. - 20 SI No.21

1230

820

1008600

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Providing and Laying of Interlocking Concrete Block Pavements having thickness 60 mm and compressive strength not less than 30mpa and having weight 5 kg per No. specification confirming IS15658:2000 and also as per Drawings Technical specification clause 1504. Excluding GSB. (UPPWD SOR 2022-23 Ch. - 20 SI No. 9 MORD 1500 (6.7)

460

680

312800

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RCC work with cement approved coarse sand and 2cm.(3/4) gauge approved stone grit in the proportion 1:1½:3 ( 1 cement: 1½ coarse sand and 3 stone grit) in RCC Slabs excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc and also including supply of all material, labour and T&P etc. required for proper completion of the works. (UPPWD SOR 2017-18 Chapter-5 S.I. No. 284B)

120

7400

888000

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (UPPWD SOR 2017-18 Chapter-10 SI.No.504))

153

5400

826200

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Toe Wall Excavation in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m & lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earth as directed by the engineer I/C within a lead of 30 m. from foundation trenches.(UPPWD SOR Chapter-4 S.I.No. 251)

915

110

100650

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:6:12 (1 cement : 6 coarse sand (zone-III): 12 graded brick aggregate 40 mm nominal size) (UPPWD SOR Chapter-5 S.I. No. 273)

41

2750

112750

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Class-150 brick work in 1:4 in cement and coarse sand of mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper (UPPWD SOR Chapter-6 S.I. No. 305b)

132

4920

649440

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Cast cement concrete door sills, chaukhats boundry post, shelves and similar small work with cement approved course sand and 20 mm. Gauge approved stone ballast including its fixing and binding the same with 24 B.W.G. G.I. Binding wire, and including the cost of binding wire, moulds and all other materials, labours and T & P etc. required for completion of the work (UPPWD SOR Chapter-5 SI.No. 282)

13

7215

93795

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Retaining Wall Providing and laying cement concrete 1:4:8 cement, coarse sand (2.20 to 3.60) and 40 mm gauge stone ballast including supply of all material labour T&P etc. required for proper completion of the work and curing complete also including cost of form work in foundation and floors as per E/I. (SOR Chapter-5 S.I. No. 281)

95

5410

513950

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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 brick work as required and also including supply of all materials, labour and tools and plants etc, required for proper completion of the work.

27

4965

134055

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Class 150 brick work (115mm 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 brick work as required and also including supply of all materials, labour and tools and plants etc, required for proper completion of the work. (AR)

4

5090

20360

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12 mm thick plaster with cement mortar in proportion 1:6 cement and coarse sand including cost of all material labour t& p etc complete for the proper completion of the work. (UPPWD SOR 2017-18 Ch. 13 S.I. No 586a)

98

140

13720

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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.

691

51

35241

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Park Class 150 Brick Work in 1:6 cement and coarse sand (FM 1.50 to 2.00) mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work. [SI No 303(1a)]

193

4800

926400

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Mild steel or iron work in heavy sizes such as trusses, built up gates, door frames, records racks roof work, gates etc. wrought to required form including drilling holes, rivetting or welding where necessary, and also including supply of steel, bolts, nuts and wastages etc. and their fixing required for proper completion of the work. (S.I. No. 503)

2861

58

165938

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12 mm thick plaster with cement mortar in proportion 1:4 cement and coarse sand including cost of all material labour T&P etc complete for the proper completion of the work.

593

150

88950

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Providing and laying damp-proof course 4cm. thick and of cement concrete consisting of one part cement 1.5 parts approved coarse sand and 3 parts approved 13 mm. (1.5") graded stone grit and including water proofing materials as ordered by the Engineer-in-charge in the proportion as specified by the manufacturers.

80

464

37120

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Painting or varnishing work in small areas or new wood work with two coat upto one square metre of ready mixed priming paint and one coat of approed superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should conform the ISI no. 103-1950

72

65

4680

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Sewer Excavation for depth upto 1.50 m below ground level for laying sewers, manholes, gully pits, chambers, sumps etc. in ordinary soil (earth, sand, loam and clay) including cutting or joint pits, trimming, dressing, levelling, refilling of trenches in 20.00 cm layers, watering, sand ramming the same including removal of surplus earth or other dimantled material upto a distance of 50.00 m from the centre of trenches.

-

-

-

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For 0.00 to 1.50m BGL

865

151

130615

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For 1.50 to 3.00m BGL

28

190

5320

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Supply of following Dia R.C.C. pipes (NP3 class) with collars of following Dia including local cartage of pipe upto store. 250mm

507

1296

657072

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Carting of following dia R.C.C. S&S pipes (NP3 class) and specials from store to the site of work, lowering the same into trenches in depths upto 1.50m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in bitumen, and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete but excluding excavation and refilling of trenches from ground level to the invert level of pipes. 250mm Dia :-

-

-

-

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For 0.00 to 1.50m BGL

361

318

114798

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For 1.50 to 3.00m BGL

146

338

49348

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Provide all material and construct rectangular slab type manhole of size 0.90x1.20x2.25 m as per drawing and design.

14

29472

412608

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Regulation of shaft in the cost for rectangular slab type manhole of size 0.90x1.20x2.25 m as per drawing and design..

11

9242

-101662

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Provide all material and construct square sewer connecting chamber of size 0.60x0.60x2.25 m as per drawing and design.

32

18456

590592

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Regulation of shaft in the cost for square sewer connecting chamber of size 0.60x0.60x2.25 m as per drawing and design.

26

6181

-160706

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Class 150 Brick Work in 1:5 cement and coarse sand (FM 1.50 to 2.00) mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work.

145

4850

703250

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12 mm thick cement plaster over inner sides of manhole 1:3 consisting of one part of cement & three parts of approved coarse sand including supply of all materials, labour, T&P etc required for proper completion of the work.(with water proofing compound)

315

162

51030

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40mm C.C. flooring in 1:2:4 (1cement: 2 coarse sand (FM 2.2 to 3.6) : 4 graded stone aggregate of size 12.5mm & below by volume) laid over 8cm thick base concrete in 1:4:8 (1 cement: 6 Hamirpr/ Banda sand F.M. 2.20 to 3.60 : 8, 40mm gauge Stone ballast) and finished with 3mm thick floating coat of cement slurry including fixing of glass strips but excluding cost of glass strip ( Base concrete shall be paid separatly).

139

403

56017

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Providing and laying Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone ballast 20 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors.

1

6000

6000

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Providing and fixing of RCC manhole cover with frame 560 mm dia of Medium duty with locking arrangement etc.complete required for proper completion of the work.

10

1149

11490

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Providing and fixing of 20mm square bar (P.V.C. encapsulated ) Foot Steps in the walls as per direction of Enginer In charge. (AR)

65

259

16835

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S/F of 150 mm dia P.V.C. Tee. For Inlet & Outlet. (M.R.)

10

200

2000

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S/F of 75 mm dia C.I. vent pipe for 1.80 M Long. (M.R.)

9

1150

10350

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Supply & Filling of brick bats in Soak pit. UPPWD SOR Ch.1 S.No. 2C)

47

800

37600

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Providing all material labour for laying of RCC hume pipe class-3 for sewer connecting chamber to manhole of sewer line including excavation of earth for laying of RCC hume pipe width 75cm and depth 80 to100cm including cost of RCC hume pipe dia 150mm class NP-3 with casing of pipe in cement concrete 1:2:4 cement, coarse sand & stone grit around of pipe cement concrete size 0.30x0.30m including dia of pipe with lowering of RCC hume pipe dia 150mm NP-3 all in proper slop alingement and depth as per direction of E/I.

360

1072

385920

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Making connection of drain or sewer line of 100 to 250 mm Dia pipes with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete in all respect. (AR as per DAR 2023 19.21.1 )

72

490

35280

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Water line Excavation for Pipe Line in ordinary soil (loam, clay, sand) with lift upto 1.50M and lead upto 50.00M and including filling back, watering and ramming of excavated earth into the trenches and revmoval and disposal of suplus earth within 50 Metre as directed by E/I. (AR as Per UPJN Skeleton)

565

144

81360

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Supply of follwing sizes D.I. S & S tyton joint (Class K-9) pipe conforming to IS-8329/2000 suitable for push on rubber gasket jointing with insiding cement mortar lining and zinc coating at site of work i/c loading, unloading carting & stacking complete. (A) For 125mm dia D.I. Pipe

21

2390

50190

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Supply of follwing sizes D.I. S & S tyton joint (Class K-9) pipe conforming to IS-8329/2000 suitable for screwed & flanged joint with insiding cement mortar lining and zinc coating at site of work i/c loading, unloding carting & staking complete. (A) For 125mm dia D.I. Pipe K-9 Pipe

6

2519

15114

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Supply of Mechanical Coller Joint with Rubber Ring and Nut Bolts IS:9523. (A) For 125mm dia D.I. Pipe K-9 Pipe [10% of item above item No-49&50]

65304

-

6530.4

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Supply of following Dia P.V.C. pipe 6.00kg/cm2 IS 4985/2000 of supreme / Prince /Kishan approved make & quality as per directed of E/I. (A) For 100mm dia P.V.C. Pipe 6 Kg/Cm2

702

221

155142

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Supply of following sizes DI fittings and special IS:9523. [5% of item above item no. 52]

155142

-

7757.1

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Carting of C.I./D.I. and flanged pipe (Class LA and A) and specials upto 300 mm nominal diameter to site of work, lowering them in trenches and laying true to alignment and gradient including testing of pipeline and (excluding the cost of trenching and cutting of pipes etc. for making up lengths and making joints.) (AR as Per UPJN Skeleton) (A) For 125mm dia D.I. Pipe

21

42

882

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Cutting C.I./D.I. (Spun) Pipe or special including shaping and finishing the ends (80 to 300mm dia) (AR as Per UPJN Skeleton) (A) For 125mm dia D.I. Pipe

2

104

208

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Make special rubber gasket tyton joint of following dia C.I./D.I. S & S pipes (and specials all accessories including testing etc. complete & excluding cost of rubber gasket and trenching). (AR as Per UPJN Skeleton) (A) For 125mm dia D.I. Pipe

3

33

99

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Making joints of following diametre flanged pipe and specials incluidng supply of jointing material such as Nuts and Bolts, Rubber, Insertion white lead testing etc. (A) For 125mm dia D.I. Pipe

1

348

348

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Carting from store to site (upto 8 Km or within the municipal limit for different Dia of P.V.C. Pipes, specials, couplings, fittings to site of work , lowering the same into trenches and laying true to alignment and gradient including testing of the Pipelines (excluding the cost of trenching but including the cutting of pipes for making up the length and making joints). (AR as Per UPJN Skeleton) (A) For 100mm dia P.V.C. Pipe

702

26

18252

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Supply of C.I. D/F sluice valve IS 14846/2000 of following sizes of approved make as per direction of E/I.

-

-

-

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(A) For 125mm dia Steel Stem

1

11990

11990

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(B) For 100mm dia Steel Stem

2

9785

19570

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Cartage of Sluice valve of following dia sizes of the site of work, lowering in already prepared trenches and fixing them in position but excluding jointing which shall be paid separately, excluding cost of valves.

-

-

-

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(A) For 125mm dia Steel Stem

1

446

446

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(B) For 100mm dia Steel Stem

2

282

564

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Supply of C.I. Double Orifice Kinetic Air Valve IS:14845 type DK Rubber Float and 80 mm Orifice Flanged Type.

1

10405

10405

... More
Supply of C.I. Detchable joint I.S. 8794/1988 Class 15 with rubber ring 3mm thick with nut & bolt.

-

-

-

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(A) For 125mm dia DI Pipe

1

750

750

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(B) For 100mm dia PVC Pipe

7

416

2912

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Making rubber ring flanged joints (using CI Detachable Joint/Mechanical Collar Joint) in all class C.I.D.I., A.C. or PVC Pipe and C.I. plain ended specials including testing etc. complete (excluding cost of CI Detachable Joint with rubber ring and bolts and nuts and trenching).

-

-

-

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(A) For 125mm dia DI Pipe

1

29

29

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(B) For 100mm dia PVC Pipe

7

21

147

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Supply of solvent cement for jointing of PVC pipe & fittings as per direction of E/I.

8

500

4000

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Supply of C.I. Fire Hydrant as Per IS:909 complete with Duck foot bend sluice valve rised coupling and cap with chain and nut bolts rubber packing etc.

2

14320

28640

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Carting of 65 or 80mm size flanged air valve or fire hydrant over existing flanged tee including supply of jointing material or flanged joint.

3

358

1074

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Constructing masonry Chamber 90x100x130 cm, inside for Fire Hydrant/Air Valve in M-150 Brick Wall 230mm Thick in cement mortar 1:6 (1 cement : 6 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and 150 mm thick RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), i/c necessary excavation, 100 mm thick base concrete 1:6:12 (1 cement : 6 fine sand:12 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement and 40mm thick flooring in 1:2:4 Cement, Coarse sand and 20mm graded stone grit complete. Rate including excavation of earth, supply of all materials, labour and T&P. For air valve chamber perforated slab shall be fixed on brick work chamber.

3

12879

38637

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Constructing masonry Chamber 60x60x60 cm inside, in brick work in cement mortar 1:6 (1 cement : 6 coarse sand) for sluice valve, with C.I. surface box size 250x150x100 mm (100mm top diameter, 150 mm bottom diameter and 250 mm deep) with chained lid and 150 mm thick RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, 100 mm thick base concrete in 1:6:12 (1 cement : 5 fine sand : 10 graded brick ballast 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete including fixing of pipe (but excluding cost of pipe but including cost of C.I. surface box) in all respect as per direction of the Engineer-in-charge.

3

5103

15309

... More
Making Water Connection

288

2500

720000

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Drain Providing and laying Cement concrete 1:6:12( 1 cement: 6 coarse sand: 12 graded brick ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.

52

3583

186316

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Flush Pointing with cement mortar (1:2) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3, 1204 and 1208.4

873

187

163251

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Culvert M-150 Brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming and also including flush pointing over the floor with cement mortar consisting of 1 part of cement and 2 part of sand of 1.25 F.M. i/c supply of all materials and T&P etc. required for proper completion of the work. S.I. 615+575)

17

504

8568

... More
12 mm Thick bearing plaster with 1:6 cement and coarse sand mortar with neat cement punning.

17

172

2924



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