Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date7 Jun 2024
Closing DateCancelled
Tender Amount₹ 31,39,108
Costs
EMD
₹ 62,782Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHED_690430_5Tender No
01 of EE/RD/PHED of 2024-2025Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
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Documents
BOQ Items
b) Depth of excavation not exceeding 3000 mm. up to 4000 mm
5
1173
234.7
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)
80
6203
77.54
Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
5
2437
487.41
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item
should be executed on specific direction of the Enginner in charge) a) Depth upto 1.5 m.
45
16920
376
b) For additional depth beyond 1.5 m. and upto 3.00m
45
19305
429
c) For additional depth beyond 3.00 m
16
7808
488
Single brick flat soiling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powered earth or local sand.
33
10692
324
Nominal Mix - M 20 cement concrete with graded stone chips ( 20 mm size excluding 6 shuttering and reinforcement if any, ground floor. (1:1.5:3) . Pakur variety
15
89190
5946.03
Hire charges for shuttering with centering and necessary staging upto 4m. Using approved stout props and thick hard wood planks of approved thiskness with required bracing for ocncrete slabs, beam, columns, lintles curved or staright including fitting, fixing and striking out after completion of works. (in all floors) 20 mm to 30 mm thick wooden shuttering as per decision and direction of Engineer- In -charge.
55
18040
328
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m to 150 mm thick. In ground floor including roof
15
14085
939
Placement of 600 mm dia MS pipe below the railway track/ road in proper line, alignment and depth as per direction of EIC by hydraulic jack pushing method including lowering th epipe segment to the drive pit and jointing th epipe segment with welding ( not less than 3 runs) with all necessary excavation form inside the pipe, fixing of intermediate jacking station at an interval of 10 mtr. i fnecessary and retrieving the driving shield and cleaniong of pipe etc. all complete with hiring of neccessary materials , machienry and labour including lowering , insertion, placing & jointing of 600 mm dia MS pipe as per direction & satisfaction of EIC. ( The rate includes disposing of excavated earth with a lead of 75 m from theb drive pit )(cost of intermediate jacking station will be paid separately). (a) 600 mm dia.MS pipe.
46
559566
12164.49
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothing surface by sand papering etc. (out side of 600 mm dia casing ).
87
2523
29
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary ; On steel or other metal surface . With other than hi-gloss of approved quality. Two coats (with any shade except white )
87
6264
72
Derusting , brushing , cleaning, smoothing the inner surface of spirally welded M.S. pipes and specials by sand blasting to SA-I Swedish specifications and immediately applying protection coating or Drinking Aluminium primer 2 coats. D.F.T. (40-50) microns each coat and drinkon black 2 coats (25-30) microns each coat of Shalimar paints Ltd. or equivalent by spray painting inner surface of pipe as per manufactures specification all ocmplete with requisite supply of materilas, labours, consumables inlcuding stacking of coated pipes according to EIC. (a) 200 mm dia (ID) MS pipe.
70
25970
371
Welding in M.S. structural work with gas or electric:
(a) Tack weld
140
1260
9
Welding in M.S. structural work with gas or electric:
(b) Continuous weld.
3800
34200
9
Cutting to requisite length or shape departmental R.S. joists, channels, angles, tees, plates etc. (Payment to be made on area of cut surface)
630
5040
8
Making flange joint to CI/DI pipes , specials and valves where necessary with supply of required rubber insertion and nut bolts , washers etc. Of approved quality and type all complete as per specification and direction of EIC. (Nut bolts shall be of TATA/GKW rate).
4
948
237
Brick work with 1st class brick work in cement mortar (6:1) .
2
9839
4919.51
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. Paur Variety .
1
5438
5438.16
Reinforcement for reinforced concrete work in all sorts of structures incliding distribution bars, stirrups, binders etc. initial straightening and removal of loos rust (if necessary), cutting to requisite length, hooking, and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection,omplete as per drawing and direction. For works in foundation, basement and upto roof of ground floor/upto 4M (i) Othr than SAIL/TATA/RINL
0.1
8667
86674.81
Construction of reception pit of 2.50 m length, 2.50 m width & 2.50 m depth from top of ralway track/ road with necessary excavation trenches, shoring by close plank walling, framing , UC/Jham ballah piling etc bailing out water from pit as per design with all precaution and safety measures to prevent any soil collapse and safety of railway track/ road (this items includes filling the pit to the original condition, disposing excvated extra earth to a lead of 75 m from excavated pit )
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
15
1789
119.27
a) Depth of excavation not exceeding 1,500 mm. up to 3000 mm
15
2885
192.38
b) Depth of excavation not exceeding 3000 mm. up to 4000 mm
5
1173
234.7
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)
30
2326
77.54
Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of
finished quantity)
1.5
731
487.41
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item
should be executed on specific direction of the Enginner in charge) a) Depth upto 1.5 m.
22.5
8460
376
b) For additional depth beyond 1.5 m. and upto 3.00m
22.5
9652
429
c) For additional depth beyond 3.00 m
16
7808
488
Single brick flat soiling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powered earth or local sand.
10
3240
324
Nominal Mix - M 20 cement concrete with graded stone chips ( 20 mm size excluding 6 shuttering and reinforcement if any, ground floor. (1:1.5:3) . Pakur variety
12.5
74325
5946.03
Hire charges for shuttering with centering and necessary staging upto 4m. Using approved stout props and thick hard wood planks of approved thiskness with required bracing for ocncrete slabs, beam, columns, lintles curved or staright including fitting, fixing and striking out after completion of works. (in all floors) 20 mm to 30 mm thick wooden shuttering as per decision and direction of Engineer- In -charge.
55
18040
328
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m to 150 mm thick. In ground floor including roof
12.5
11737
939
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
-
-
-
a) Depth of excavation not exceeding 1,500 mm. up to 3000 mm
2
238
119.27
Supply of mS flange including drilling hole machine etc. all complete as per IS specification and direction of EIC. The rate is inclusive of all txes and other charges whatsoever. (a) 200 mm dia . 10 mm thick.
2
2400
1200
Bamboo pile walling made of 65 mm to 75 mm dia. Bamboo (in single line) driven about half length into the ground at very close spacing side by side including necessary bamboo stays, ties, runners etc and lining the exposed portion with sheets made form cut-drums fitted and fixed complete as per direction.
15
11955
797
Making lighting arrangment for continuation of work during night including all charges.
80
14560
182
Supplying, fitting & fixing of different dia. DI mechanical Collar as per IS Specification. (a) 300 mm dia .
2
16550
8275.42
Removal of rubbish,earth etc. from the working
site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge.
20
3320
166
Filling the pipe lines with water, testing hydraulically as per IS : 3114-1965 (Articulars -6) in section of a length not exceeding 500 mtr for head of pressure as per specification including supplying installing and fixing all equipment such as diesel generator/pump set, blank fange, pressure gauge with v alves, pressure pump and all others tools and plants including drilling, tapping and plugging of neccesary holes to pipes , blocking ends proving thrust blocks and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc all complete as per specification nad direction of EIC. The rate inclusive of cost of requisite water to be arranged by the contractor. 300 mm dia pipe.
70
505
7.22
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
10
4874
487.41
Supply & delivery at site of different dia MS (ERW) pipe (Fe410) of wall thickness 9.50 mm as per IS : 3589-2001 (SAIL/TATA/JINDAL) make including of loading carriage unloading & stacking properly at Departmental store / work site all inclusive of taxes and charges complete as per direction of EIC. (i) 600 mm inner dia MS pipe.
46
744636
16187.74
(ii) 300 mm inner dia mS pipe
70
575402
8220.03
Supplying and delivery of CIDF sluice valve ( Special type ) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valve conforming to IS 14846-2000 with latest emended having body dome/ bonnet and cover of CI Gr.-F.G 210 mtr spindle of IS 6603 G.R. -12/Gr-13 non-magnetic , nuts seat rings are of Gunonetal as per IS 318 LTB-2 flanges and drilled to IS : 1538 part IV & Vi valves are suitable for max working pressure of 10kg.cm2 (seat test and body tested to 15 kg / cm2(i) 300 mm dia
1
29700
29700
Construction of different dia sluice valve / Air valve /washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt. Approved drawing with 25 cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soiling over 150 mm thick sand filling in foundation including earth worrk in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100 mm / 150 mm thick slab on top of clamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per departmental Dwg. (a) 250 mm to 350 mm dia pipe
1
18636
18636
Supply & delivery of following nominal sizes CI specials as per IS 1538 (Part Xxi) 1976 with latest amendment up to date including all taxes & other incedental charges what so ever, carriage, loading unloading & stacking as per direction of EIC.
150
9150
61
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continious flow or seepage of water is encountered and rating of pumps and hours of operation I sspecifiallay ascertained as pre direction of EIC.
10
230
23
Assigning resouce person for wayleave application at Indian Railways portal, uploading necessary documents (if necessary, payment of wayleave fee in the online portal, assist during joint inspection with Railway representative and help in getting the required approval for Railways crossing . (Cost of such will be reimbursed along with progressive bills ) subjet to submission of cash memo.
1
200000
200000
Add GST @ 18%
2633921.62
474105
0.18
Add Labour Welfare Cess @ 1%
3108027.51
31080
0.01
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