Govind Ballabh Pant University Of Agriculture And Technology Tender

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Govind Ballabh Pant University Of Agriculture And Technology - GBPUAT Tender

Works
Petroleum Products
Eprocure
Opening Date23 Sep 2020
Closing Date17 Oct 2020
Tender AmountRefer Documents 
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Description

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BOQ Items

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Providing, fixing and lowering tube well assembly in vertical position in bore well with back washing including all material's labours and T&P etc. required for proper completion of work in all respect as per direction of Engineer In-charge 200 mm nominal dia 8 mm thick M.S. ERW Black Plane pipe as per IS:4270-2001

80

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Providing, fixing and lowering tube well assembly in vertical position in bore well with back washing including all material's labours and T&P etc. required for proper completion of work in all respect as per direction of Engineer In-charge 200 mm nomonal dia 8 mm thick M.S. ERW Black slotted pipe (Slot size 1.6/3.2 mm) as per IS:8110-2000

30

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Providing, fixing and lowering tube well assembly in vertical position in bore well with back washing including all material's labours and T&P etc. required for proper completion of work in all respect as per direction of Engineer In-charge 300 mm dia 8 mm thick M.S. center guide ring (Heavy).

7

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Providing, fixing and lowering tube well assembly in vertical position in bore well with back washing including all material's labours and T&P etc. required for proper completion of work in all respect as per direction of Engineer In-charge 200 mm dia 8 mm thick M.S. center guide ring (Heavy).

21

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Providing, fixing and lowering tube well assembly in vertical position in bore well with back washing including all material's labours and T&P etc. required for proper completion of work in all respect as per direction of Engineer In-charge 300x200 mm dia M.S. reducer. (Heavy duty) as per IS: 2800

1

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Providing, fixing and lowering tube well assembly in vertical position in bore well with back washing including all material's labours and T&P etc. required for proper completion of work in all respect as per direction of Engineer In-charge 200 mm Dia Bail plug with hook (Heavy duty) as per IS: 2800

1

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Supplying, fixing and lowering tube well assembly in vertical position in bore well with back washing including all material's labours and T&P etc. required for proper completion of work in all respect as per direction of Engineer In-charge 300x300x150 mm dia heavy duty M.S. Tee (Artesian Tee)

1

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Supplying, fixing and lowering tube well assembly in vertical position in bore well with back washing including all material's labours and T&P etc. required for proper completion of work in all respect as per direction of Engineer In-charge M.S. Girder of 200x100 mm size frame 5 mtr. Long .as per IS: 12778-NPB

2

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Supplying, fixing and lowering tube well assembly in vertical position in bore well with back washing including all material's labours and T&P etc. required for proper completion of work in all respect as per direction of Engineer In-charge M.S. clamp (150x12 mm size 1.5 Mtr. long) suitable to fit housing pipe with nuts & bolts of suitable size.as per (IS: 2800)

1

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Supplying, fixing and lowering tube well assembly in vertical position in bore well with back washing including all material's labours and T&P etc. required for proper completion of work in all respect as per direction of Engineer In-charge 300 mm Dia well cap with locking arrangement to fix on housing pipe.as per (IS: 2800)

1

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Supply and filling of double washed pea gravel (Lalkuan quary ) confirming to IS: 4097 of size range 2.00 mm to 8.00 mm around the casing pipe including all leads and lifts and stacking in proper shape for measurement at site. The gravel should be free from dust, dirt or vegetable manure complete as per direction of engineer in charge.

60

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Development of tube well by 250/350 PSI 1100 CFM air compressor to establish maximum rate of usable water yield without sand content (beyond permissible limit) including hire and running charge of compressor, transportation, installation and its removal after completion of work in all respect as per direction of Engineer In-charge.as per IS: 11189

80

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Development of tube well by OP unit for a desired time period, measuring yield of tube well by suitable method, measuring static level and draw down etc. by step draw down method, disinfecting of tube well including all materials, labours, hire and running charges of equipment's/ T&P etc. required for proper completion of the work as per direction of Engineer In-charge.as per IS: 2800-IInd

70

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Providing chemical & bacteriological test report of water.as per IS: 10500

1

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Site clearance work including all labour, T&P complete work in all respect as per the direction of Engineer In-charge.

1

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Providing, fixing and testing of 25 H.P. K.S.B./ Kirloskar/ BS/ Crompton make I.S.I. marked (IS:8034-1989) submersible pumping plant having discharge capacity 1500 to 2000 LPM, 30 Mtr head, 3 phase, 50 Hz,2900 RPM, A.C. Power supply with 7 no's flanged column pipe (each coulam of 150 mm dia 10 fit long & 5 mm thick) and 3 core flat submersible cable of suitable size 10 mm² (Finolex make) to connect with starter panel complete work in all respect as per direction of Engineer In-charge.

1

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Supply of Spare pump set as per specification mentioned at item no. 1.19 above.

1

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Supply and fixing of switch gear cubical control panel (Kilburn/ L&T make) with auto transformer starter fully automatic comprising with Main Switch Amp. Meter, Volt Meter, Selector Switch, Indication Lamp, Toggle Switch and 1 no MCCB of approved capacity etc.complete in all respect.

1

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Providing and fixing main piping accessories for complete operation of the Unit/Tube well including rubber packing and M.S. nuts and bolts etc. for proper completion of work in all respect. 150 mm dia C.I./ D.F. sluice valve with hand wheel. as per IS: 14846-2000

2

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Providing and fixing main piping accessories for complete operation of the Unit/Tube well including rubber packing and M.S. nuts and bolts etc. for proper completion of work in all respect. 150 mm dia C.I./ D.F. Reflex valve.as per IS: 11189 Part-I - 2004 (PN-1.6)

1

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Providing and fixing main piping accessories for complete operation of the Unit/Tube well including rubber packing and M.S. nuts and bolts etc. for proper completion of work in all respect. 150x150x150 mm dia C.I./ D.F. Tee.as per IS: 1538

1

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Providing and fixing main piping accessories for complete operation of the Unit/Tube well including rubber packing and M.S. nuts and bolts etc. for proper completion of work in all respect. 150 mm dia (90°) C.I./ D.F. bend.as per IS: 1538

1

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Providing and fixing main piping accessories for complete operation of the Unit/Tube well including rubber packing and M.S. nuts and bolts etc. for proper completion of work in all respect. M.S. Pipe Nipple 150 mm Dia, 4.85 mm thick as per Requirement

2

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Providing and laying 150 mm dia, 4.85 mm thick M.S. pipe line with all required fitting including trenching and refilling complete work in all respect.

30

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Supply and installation of automatic chlorination plant (electronic type dosing system) complete with solenoid coil actuated pulsar circuit, diaphragm and electronically pulp capable of delivery maximum, 4 LPH at 5.5 Kg/ cm² pressure operated 220 volt single phase A.C. supply with chemical injection device and 100 Ltrs capacity of media tank with 100 ltr. liquid chlorine complete with necessary accessories.

1

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PART-(B)PUMP HOUSE AND OTHER WORK Earthwork in excavation by mechanical means (hydraulic excavator), manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm in plan) including dressing sides and ramming of bottom, lift up to 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. (All kind of soil).

16

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Providing and laying in position cement concrete of specified grade 1:5:10 (1cement: 5coarse sand: 10graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering. (All work up to plinth level).

28.5

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Brick work with F.P.S brick of class M-75 in foundation & plinth in cement mortar 1:6 (1cement:6coarse sand).

10

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P/L 1:1.5:3(1cement:1.5coarse sand:3graded stone aggregate 20mm nominal size) in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- all work up to plinth level.

0.8

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Brick work with common brunt clay F.P.S.( Non modular) brick of class designation M-75 in Superstructure above plinth level up to floor five level in all shape and size in cement mortar 1:6 (1 cement : 6 coarse sand) F.P.S. brick

13.5

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Providing and Laying in position machine batched and machine mixed design mix M-25 grade cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixture in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer-in-incharge (Note:- Cement content considered in this item is @330 Kg/Cum.”Excess/Less cement used as per design mix is payable/recoverable separately).All work above plinth level up to floor five level.

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Centering and shuttering for suspended floors, roofs, landings, balconies & access platform including strutting, propping etc. & removal of formwork.

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Centering and shuttering for Lintels,beams,plinth beams girders,bressumers and cantilevers including strutting, propping etc. & removal of formwork.

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Providing and fixing T-iron frames for doors,windows and ventilators of mild steel Tee-sections, jonts mitred and welded,including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6(1 Cement :3 coarse sand :6 graded stone aggregate 20 mm nominal size)

60

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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece.

4.5

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40 mm thick cement concrete flooring 1:2:4 (1 cement : 2coarse sand :4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. complete.

36

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Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size), including finishing complete.

13.2

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12 mm thick cement plaster of mix 1:6 (1cement: 6 fine sand).

119

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

50

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Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @0.75 ltr /10 sqm

81

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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) admixedwith 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 with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge.(d) Finishing the surface with 20 mm thick 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 Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm

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Providing and fixing on wall face unplasticised Rigid 110 mm diameter PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

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Painting two or more coats on new work with synthetic enamel paint of approved brand and manufacture to give an even shade.

12

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P/F fly proof galvanised M.S. Wire gauze with 0.63mm dia. Wire and 1.4mm aperture on both sides to windows, clerestory windows and doors with M.S. Flat 15x3mm and nuts & bolts complete.

2.5

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Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.( In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.)

13.5

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Steel Reinforcement for R.C.C. work including straightening cuttings, bending, placing in position and binding all complete up to plinth level. (Hot rolled deformed bars).

565

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Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 20 mm cement plaster

2.1

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Providing and laying Double flanged (Screwed/Welded) centrifugally (Spun ) Cast iron class ‘B’ IS:1536 150 mm Dia C.I. double flanged pipe

58

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Providing and laying Double flanged (Screwed/Welded) centrifugally (Spun ) Cast iron class ‘B’ IS:1536 100 mm Dia C.I. double flanged pipe

18

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Providing Flanged joint to double flanged C.I. pipes and specials including testing of joints. 150 mm Diameter pipe

20

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Providing Flanged joint to double flanged C.I. pipes and specials including testing of joints. 100 mm Diameter pipe

10

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Providing and laying flanged C.I, standard specials such as Tees,Bends,collars,Tapers,Caps etc. suitable for flanged jointing as per IS:1538 Up to 300 mm dia

2

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Providing and laying S&S C.I. standard specials such as Tees,Bends,collars,Tapers,Caps etc (Heavy class) Up to 300 mm dia

1.5

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Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead. 150 mm dia pipe

6

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Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead. 100 mm dia pipe

6

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Supply of Pig lead at site of work

0.4

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