Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Eprocure
Opening Date1 Feb 2022
Closing Date15 Feb 2022
Tender Amount₹ 43,08,631
Costs
EMD
₹ 86,173Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_PHED_363665_1Bid Award Id
ViewTender No
NIeT No. 47/ALD/2021-2022Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://wbphed.gov.in/en/
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Documents
BOQ Items
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(iii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth.
50
-
451.36
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A) 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)
33.11
-
589.43
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Single brick flat soling of picked jhama brick including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
60.84
-
366.51
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Ordinary Cement concrete (mix 1:3:6) with graded Shingles (30 mm) excluding shuttering and reinforcement,if NB Variety
any, in ground floor as per relevant IS codes
9.13
-
3838.16
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Ordinary cement concrete ( Mix 1:1.5:3 ) with graded stone chips (20mm.) excluding shuttering and reinforcement if any,in ground floor as perrelevant IS codes. (River Bazree)
5.1
-
5367.54
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Controlled cement concrete with well graded stone chips (20 mm nominal size ) excluding shuttering and reinforcement with complete design of concrete as per IS:456 and relevant special publications submission of job mix formola after preliminary mix design after testing of concrete cubes as per direction of engineer -in charge. Consumption of cement will not less than 300 kg. of cement with super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula. ( using concrete mixer ) M-25 grade. (II)N.B. Variety(Stone metal.)
Foundation & upto G.L.
31.38
-
6356.21
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i) From 0 .00 m to 4.00 m ht.
7.6
-
6356.21
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ii) From 4.00 m to 8.00 m ht.
7.6
-
6463.68
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iii) From 8.00 m to 12.00 m ht.
7.6
-
6571.14
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iv) From 12.00 m to 16.00 m ht.
7.6
-
6678.6
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v) From 16.00 m to 19.2.00 m ht.(bottom of heal beam)
4.83
-
6809.82
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Controlled cement concrete with well graded stone chips (20 mm nominal size ) excluding shuttering and reinforcement with complete design of concrete as per IS:456 and relevant special publications submission of job mix formulae after preliminary mix design after testing of concrete cubes as per direction of engineer -in charge. Consumption of cement will not less than 300 kg. of cement with super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula. ( using concrete mixer ) M-30grade. (ii)N.B.Variety (Stone metal)ii) From 20.00 m to 24.00 m ht.
9.57
-
7243.07
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iii) Beyond 24.00 mheight from G.L. & upto top of lantern.
28.83
-
7374.29
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Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor)(a) 25 mm to 30 mm thick shuttering without staging in foundation.
25
-
231.89
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(b) Steel shuttering or 9 mm to 12 mm thick approved quality ply board shuttering in any concrete work
10
-
410.63
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(i) In ground floor (upto 4 m height from G.L.)
65
-
410.63
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(ii) Beyond 4 m height from G.L. and upto 8 m.
45
-
430.99
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(iii) Beyond 8 m height from G.L. and upto 12 m.
45
-
451.35
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(iv) Beyond 12 m height from G.L. and upto 16 m.
45
-
471.71
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(v) Beyond 16 m height from G.L. and upto 20 m.
45
-
496.6
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Hire and labour charges for shuttering for concrete work in overhead R.C. Reservoir on separate R.C. frame including fitting, fixing and striking off after completion of work including staging upto 4 mtr.
551.9
-
755.64
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(b) Extra for Staging beyond 4 m [mode of measurement: Area of unsupported horizontal projection (where staging beyond 4 m is practicallyunavoidable) x mean height of staging] above initial 4 m.
811.76
-
168.55
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking andbending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawingand direction(a) For works in foundation and upto roof of ground floor/upto 4 m.I. SAIL/ TATA/RINL
a)G.F./upto 4 m from G.L.
7.28
-
75227.06
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b) From 4.00 m to 8.00 m ht.
1.32
-
75275.7
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c) From 8.00 m to 12.00 m ht.
1.32
-
75324.35
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d) From 12.00 m to 16.00 m ht.
1.32
-
75372.99
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e) From 16.00 m to 20.00 m ht.
2.64
-
75421.69
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f) From 20.00 m to 24.00 m ht.
2.64
-
75470.27
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g) Beyond 24.00 m height from G.L.& upto top of lantern.
6.64
-
75518.91
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Extra rate for using water proofing and plasticing admix- ture @ 0.2% weight of cement (or at manufacturer's speci- fied rate) for concrete of various grades.For M-30 grade of concrete only.
113.32
-
134.61
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] C) (i) with 1:4 cement morter, 15 mm th. EXTERNAL , ground floor
60.23
-
142.53
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ii) From 4.00 m to 8.00 m ht.
60.23
-
147.06
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iii) From 8.00 m to 12.00 m ht.
60.23
-
151.58
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iv) From 12.00 m to 16.00 m ht.
60.23
-
156.11
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v) From 16.00 m to 20.00 m ht.
60.23
-
161.76
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vi) From 20.00 m to 24.00 m ht.
110
-
167.42
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vii) Beyond 24.00 m height from G.L.& upto top of lantern.
400
-
173.07
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Neat cement punning about 1.5 mm thick in wall dado, window, sills, floor, drain etc.
200
-
38.46
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Provision for archetectural feature on dome of the roofas per drawing etc.
1
-
10000
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Protective and decorative acrylic exterior emulsion paint of approved quality as per manufacturer's specirfication and as per direction of E.I.C. to be applied over acrylic primer as required. The rate includes cost of material, labour,scaffolding and all incidental charges but excluding the cost of primer. Premium 100% Acrylic EmulsionTWO COATSa) For 0 m to 4 m from G.L.
60.23
-
75.79
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b) For 4 m to 8 m from G.L.
60.23
-
83.82
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c) For 8 m to 12 m from G.L.
60.23
-
91.85
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d) For 12 m to 16 m from G.L.
60.23
-
97.43
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e) For 16 m to 20 m from G.L.
60.23
-
98.23
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f) For 20 m to 24 m from G.L.
110
-
99.16
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g) Beyond 24 m height from G.L. & upto top of lantern.
150
-
100.9
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Applying extrior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured ( matt finish ) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer's specirfication and as per direction of E.I.C.a) For 0 m to 4 m from G.L.
60.23
-
51
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b) For 4 m to 8 m from G.L.
60.23
-
51.82
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c) For 8 m to 12 m from G.L.
60.23
-
52.62
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d) For 12 m to 16 m from G.L.
60.23
-
53.42
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e) For 16 m to 20 m from G.L.
60.23
-
54.22
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f) For 20 m to 24 m from G.L.
110
-
55.15
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g) Beyond 24 m height from G.L. & upto top of lantern.
150
-
57.08
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Supply at site/local store C.I.D.F. pipe and specials as per relevant I.S. specification with latest amendments including cost of loading, carrying, unloading, stacking properly and sales tax & all other charges etc. complete as per direction of E.I.C. (Mode of measurement will be on book weight) & Specials.
4800
-
75
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Supply at site/local store C.I.D.F. and C.I.S.S specials as per relevant I.S. specification with latest amendments including cost of loading, carrying, unloading, stacking properly and sales tax & all other charges etc. complete as per direction of E.I.C. (Mode of measurement will be on book weight) & Specials.
400
-
73.5
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Supply at site/local store C.I.D.F.Sluice Valve (P.N-1.6) conforming to I.S. 780/1984 & IS 14846/2000 with latest amendments including cost of loading, carrying, unloading, stacking properly and sales tax & all other charges etc. complete as per direction of E.I.C. (Kalpana/Upadhay Valve PN-1.6)
i) 100 mm dia.
2
-
6943.3
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ii) 150 mm dia
2
-
10377.62
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Making flange joints in the pipe line (C.I./D.I.) with the supply of nuts & bolts with washer (nuts & bolts, washer should be TATA/GKW make) rubber insertion 6 kg../m.sq. ⅛ gauge and other materials required (all standered type and I.S.I. approved quality) etc. all complee including making joints holes, shuttering, planking dewatering the trenches and supply of all materials and labour charges all complete as per diretion of E.I.C.
i) 100 mm dia.
10
-
205.87
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ii) 150 mm dia
10
-
248.86
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iii) 250 mm dia
10
-
372.16
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Erecting, hoisting, and fitting, fixing, laying and building in position C.I. flanged or socketted pipes with necessary specials, like valves, bell-mouth with paddle collers etc. for delivery, overflow, inlet and washout pipeline etc. as shown in drawing as per direction including supplying fitting, fixing proper with m.s. clamps supports stages for all top as of pipes with painting of specials, pipes complete with two coats of black Japan over a coat of red oxide primer
.i) 100 mm dia.
16
-
95
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ii) 150 mm dia
32
-
102.93
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iii) 250 mm dia
16
-
138
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Construction of sluice valve chember as per departmental drawing no.32/NBC/DC/PHE/79 /97 with brickwork in cement morter (4:1)on 15 cm of C.C.(6:3:1)with supply of approved quality C.I.surface box embedded into 150mm thick R.C.C.removal slab in (4:2:1) incl.fitting fixing overhauling the valve if necessary.all complete as per specification and instruction of E.I.C. (Valves,Speacials will be supplied departmentally).i) 100 mm dia.
2
-
13563.09
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ii) 150 mm dia
2
-
13563.09
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Making arrangement for water tightness test of R.C.C. over head reservoir conforming to the provisions laid down in I.S. 3370 (part-I ) 965, by filling with water upto Top Water Level ( T.W.L. ) as shown in the drawing and as per direction of E.I.C. including the arrangement of water, it's carriage & lifting by necessary pipes, fittings and pumping machinery etc. all required for the purpose.
100
-
107.46
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Disinfection and washing the tank and pipe connection etc. complete.
1
-
5374.33
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Wood work in door and window frame fitted and fixed complete including a protective coat of painting at the contact surface of the frame. i)Sal Siliguri
0.13
-
92686
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Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm.thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per ;direction of the EIC
13
-
1206.99
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(A) Earthing with 50 mm. dia G.I. pipe 3.64mm. thick x3mtr.(10”-0”)longandl;1x4SWGG.I.(Hot dip)wire 4mtr. long 13mm. dia x 80mm.long G.I.Bolts, double nuts , washer including S&F 15mm.diaG.I.pipeprotection(1mtr.long to be filled with bitumen partly below ground leveltoanav. Depth of 3.65m below G.L. and restoring the surface duly rammed as per IEE rul
a)By ISI Medium G.I.Pipe
1
-
2137.97
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(C) Connecting the equipments to earth Bushbar including S&F G.I. (Hot Dip) wire of size as below on wall / floor with stables buried inside wall/floor as required and making connection to equipments with bolts ,nuts ,washer, cablelugsetc .asrequiredandmendinggooddamagesas per IEE rule. i)No.8 SWG
25
-
11.31
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Horn gap lighting arrestor complete parts and pin insulators supplying, fitting fixing all complete as per direction of E.I.C.
1
-
3098.36
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Supplying mosquito proof net made of polythene (NETLON) size 75cm. X 75cm. for ventilator including fitting, fixing in the best sal wood frame of 8cm. X 5cm. cross section with necessary wooden batten fixing the assembly with necessary MS clamp in RCC wall at the lantern.
1.45
-
1901.55
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Supplying, fitting, fixing 900 mm high G.I. pipe railing for R.C.C stair cat ladder walk way fabrication,erection,welding of 40 mm G.I (NON TATA medium) pipe place at top of railing and 2nos25mmdia.G.Ipipe(NONTATAmedium) placedequally inbetween railing top &floor, verticalpostofrailling are40mmdia.G.Ipipe(NONTATAmedium) placedat900mmc/c.The eachendoftheverticalpostisjoinbythe62mm (25mmX6mmX 0.062mlong)MSflatand 150 mm length (propes pipes) are grouted in concrete base of stair, walk way etc. All complete with supplying of all materials including hoisting up to the any height complete with 2 coats of painting with super gloss (Hi gloss) in any shade except white and black over a coat of primer complete as per direction of E.I.C.
34.85
-
2040.68
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Supplying fitting and fixing approved type water level indicator with copper float operating inside slotted P.V.C. pipe for damping effect including the pipe guide pulleys, inextensible wire, Gauge boards etc. as per specification and direction of E.I.C. all complete.
1
-
72703.35
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Construction of masonry surface drain of 250 mm wide and 300 mm average depth (for over flow and washout) made of 250 mm thick cement brick work (4:1) over 125 mm jhama concrete (6:3:1) over a brick flat soling & 12 mm thick plaster with sand cement mortar (3:1) on inner vertical face, top portion of walls & upto 150 mm below G.L. on outer face of wall & 25 mm thick (1:2:4) wearing course of cement concrete with stone chips on bottom surface and including neat cement finish on all plastered surface and wearing course including curing etc. complete as per drawing and direction .
50
-
700
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Fitting, fixing Duck foot bend including construction of cement concrete(4:2:1) base with approved grade stone chips and including excavation of earth & filling etc. all complete in all respect as per direction of EIC
a) 250 mm dia (Base size 450mm X 450mm X 600mm deep).
1
-
415.15
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b) 100 mm dia (Base size 450mm X 450mm X 550mm deep).
1
-
107
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c) 80 mm dia (Base size 250mm X 250mm X 500mm deep).
1
-
107
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Hoisting,fitting,fixing of C.I. bell mouth with puddle collar in RCC work as per drawing specification and direction of EIC all complete.
(a) 250 mm dia
1
-
127.83
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(b) 100 mm dia
1
-
73.52
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(c) 80 mm dia
1
-
73.52
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Two coats of bituminous paint of approved type & quality on roof dome and lantern roof of the reservoir as per drawing & direction including thorough cleaning the roof surface and cost of bituminous paint etc. complete.
45
-
17
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Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignmentand gradientetc .including earthwork in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank, but excluding moorum and laterite and stone etc. without damaging the exisitingtelephone/electriccableetc.(incaseof damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authoritywillbeborne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. storewithin8KMandbackfillingthe trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store
.i) 250mm
55
-
185.52
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ii)200mm
40
-
153.84
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iii)150mm
17
-
126.69
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iv) 100mm
11
-
81.45
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Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipmentstools andtackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)
250mm
56
-
72.39
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150mm
42
-
42.98
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100mm
22
-
22.62
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Supplying fitting and fixing in position reinforced cement polymer concrete manhole cover with a) 5MT load bearing capacity round manhole cover parovided with two nos. lifter hook with machining frame of size 550mm x 65mm(cover) and 650mm x 125mm(frame) opening 470mm and WT. 90KG. approx.
1
-
3408.3
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125 mm. thick brick work with1st class bricks in cement mortar (4:1) in ground floor
21
-
762.43
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Provision for embossing the name and capacity of reservoir with 20mm.thick (3:1) raised sand cement plaster with letter size30cmx20cm. On the outside of shell wall of the reservoir painted complete as pr direction of EIC
1
-
122.7
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