Public Health Engineering Department Tender
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The PHED has issued a formal invitation for competitive bids for the Public Health Engineering Department project, for Constructionof450cumcapacity,20mtr.stagingheightrccelevatedreservoirasper Departmentaltypedesign Includingallpipeconnectionetc.layingrisingmainanddistributionsanyasidangawsscheme. in Murshidabad, West Bengal, with an estimated contract value of Rs. 2,11,12,650. The bid opening date for this tender is 14-08-2019 and the last date for bid submission is 24-09-2019. Interested bidders for Public Health Engineering Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Health Engineering Department - PHED Tender
Opening Date14 Aug 2019
Closing DateCancelled
Tender Amount₹ 2,11,12,650
Costs
EMD
₹ 4,22,253Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PHED_238396_1Tender No
WBPHED/SE/MC/NIeT-04/2019-20Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
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Documents
BOQ Items
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a) 200 mm dia (85.00 kg / each)
1
5711
5711.15
... More
CESS @ 1% on item no 1 to 92.00 =
20903613.93
209036
1
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b) 150 mm dia.
4
29948
7487
... More
Supplying and labour charges for fitting fixing approved heavy type Float & Broad level indicator with floate,guide pulley ,wire boards etc.as per standard specification direction and satisfaction of EIC
1
26667
26667
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Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.
4.4
5737
1304
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i) 200mm dia
10
1280
128
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(b) Disturbed
10
1200
120
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Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. above heel beam.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement. (ii)35 mm. thick
114.7
40119
349.78
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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.
(i) Pakur Variety
1
5479
5479.34
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(B) With 1:4 cement mortar
i)10mm thick plaster
20
2540
127
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(IV) 250 mm to 350 mm dia Sluice Valve Chamber :-
-
-
-
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ii) 0.90 m lenth (72.69 kg / each)
2
9768
4884.04
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Ordinary Cement concrete (Mix 1:1.5:3) Cement concrete with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any.
a) Pakur / Chandil Variety
25
150723
6028.93
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v) Determination of Water Content as per IS 2720 (Part – II).
6
840
140
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Making arrangement for water tightness test conforming to the provision laid in IS:3370(Pt-I) 1956 by filling with water upto top water level (TWL) as shown in the drawing and as per direction of EIC for the tank proper including thevarrangement of water,its carraige and lifting by necessary pipes,fitting and pumping machinert etc. all required for the purpose.The water be arranged by Department.
450
5130
11.4
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(b) For additional depth beyond 1.5 m. and upto 3.00 m
45.6
19562
429
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(c)From heel beam up to top of reservior including shell roof/shell wall arched roof including all necessary arrangement for fitting,fixing the shuttering in position complete.
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 compeltion of work including staging upto 4 m using ply board or steel shuttering.
637.8
428601
672
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a) 200 mm dia (74.00 kg / each)
2
9944
4972.06
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i) 250 mm.dia.
750
115500
154
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Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (ii)35 mm. thick
45
14490
322
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i) 2.75 m lenth ( 183.90 kg/ each)
24
296549
12356.24
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e) 200 mm dia.
1400
2884
2.06
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b)20mm thick plaster
46
7498
163
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ii) 300 mm.dia.
15
2292
152.81
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(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor (A) [Pakur Variety]
a)1:3:6
32.4
168123
5189
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i) 250 mm.dia.
140
8400
60
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(a) Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete.
4.8
15696
3270
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i) 125 mm dia. pipe to 100 mm dia
59.3
21110
356
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ii) 300 mm.dia.
1000
181000
181
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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 :
Two coats (with any shade except white)
25
1975
79
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Carriage of all Disturbed & Undisturbed Samples from site of work to the Divisional office or elsewhere including loading and unloading as per direction of Engineer-in-Charge. Detailed Investigation.
1
1600
1600
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Vertical load test (compression) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the jacks with all ancillary arrangements for setting up gauges construction of suitable platforms, keeping the loads and dismantling and removing all arrangements etc. complete as per direction of the Engineer-in-charge including the cost of carriage of all materials and as per IS specification is-2411(PART-4)-1985. a) On single pile ; i) Testing upto 100 T
1
47500
47500
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b) 100 mm dia.
6
30402
5067
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(i) Depth 0m to 10m metre
30
10200
340
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ii) 300 mm.dia.
1000
4680
4.68
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(b)Beyond 4M up to bottom of heel beam
11.37
822551
72344
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(c)From Heal Beam up to top of inner shaft wall.
10
8190
819
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For CI/DI Pipe Line.
-
-
-
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a)From foundation level-upto initial 4.0 M height above G.L
98.25
12477
127
... More
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
45
1305
29
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Laboratory Investigation
-
-
-
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(i) 0.0m - 10.0m
15
5250
350
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b) Bend 87.5 degree (i) 110 mm. Dia.
2
320
160
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(i) With 1:6 cement mortar
(a) 15 mm thick plaster
140
19880
142
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i) 250mm.dia.to 350mm.dia pipe
25
6235
249.41
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(c)From heel beam up to top of reservoir
20.66
1523447
73739
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a) Any distance upto 5 Km
15
14160
944
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b)Above initial 4.0 M height up to bottom of heel
397.5
54457
137
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b) 200 mm dia.
2
29538
14769
... More
c) Shoe (i) 110 mm. Dia.
2
222
111
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Removal of rubbish, earth. Etc. from the working site and disposal of same bryond 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.
10
1660
166
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Gst @ 12% on item no 1 to 88.02 =
17689314.26
2122717
12
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Brick work with 1st class bricks in cement mortar (1:6) b) In superstructure,ground floor
15
77265
5151
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iii) Collection of Samples from the bore hole made as per B-a
-
-
-
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a)From foundation level-upto initial 4.0 M height above G.L
98.25
6582
67
... More
Preparation and submission of report in 6 (Six) copies, giving all relevant information data like site plan, Bore log and water table, test results, calculations, discussions, suggestions and recommendations in respect of suitable foundation etc. including determination of silt factor calculation of waterways and complete design of foundation including analysis of Bearing Capacities and settlements in bound and presentable form complete as per direction of Engineer-in-Charge.
b) Detailed Investigation
1
12500
12500
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(b)Above initial 4.0 M height up to bottom of heel beam 25.4 M
487.7
199957
410
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Chlorine room
-
-
-
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b) 150 mm dia.
4
29948
7487
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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]
(A) With 1:6 cement mortar
a)15mm thick plaster
106
15052
142
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Labour charges for horizontal auger boring through any kind of soil for road crossing in connection with laying distribution system including the cost of laying CI/DI cashing pipe and distribution pipe through the bore and including hire charges of all tools and plants, 5 H. P. centrifugal pump for dewatering, loading, unloading and carriage of pipes from departmental store, preparation of operation pit, filling and compaction of trenches and pit with silver sand and brick bats including cost of lightening arrangement all complete as per direction of EIC.
-
-
-
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c) 140 mm dia.
350
217350
621
... More
xiv) Determination of Consolidation Properties as per IS 2720 (Part – XIV).
6
5520
920
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SOIL INVESTIGATION
-
-
-
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a) Depth upto 1.5 m.
68.4
25718
376
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ii) 300 mm.dia.
190
13680
72
... More
C)From heel beam up to top of reservior
729.6
25878
3547
... More
Construction of masonary sluice valve/washout/Air valve chamber as per departmental drawing with 1st class brick work in cement mortar (1:6) incloding earth work in exacavation with stone chips (1:2:4) 100 mm thick in foundation,100 mm thick precast RCC slab M-20CC shuttering on bottom and sides,reinforcement work and other materials as per departmental drawing complete with supply of 150mm X 150mm C.I surface box embedded into the precast slab including fitting fixing over the chamber and over houling the valves(if necessary) all complete including cost of all labour and materials (only valves will be supplied from local departmental store).
-
-
-
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(a)From foundation level-upto initial 4.0 M height above G.L
103.6
37814
365
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Proving hoisting and placing in proper position,GI Febrication Hand Railing 1.00 Mtr height,integrated with 40mm dia GI Post placed @ 1.50 Mtr C/C and stiffed centrally with 25 mm dia GI pipe & 3.15 mm thick 100 mm wide MS plate stiffened at Bottom including 40 mm dia GI Hand Rail all assemblybfitted with 8 mm dia T-Lug diagonally welded 8 mm thick (60mm X 60mm) MS inset plate at concrete structure ,including 2(Two) coats Synthetic Enamel Paint over a coat of red oxyde primer as per direction & satisfaction of EIC.(GI pipe and TATA Medium Quality)
91
119461
1312.76
... More
Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, , silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge.
a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn)
-
-
-
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iii) Grain size analysis by Sieving as per IS 2720 (Part – IV).
18
9540
530
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ii) 300 mm.dia.
1000
6920
6.92
... More
(iii) 20.0m-30.0m
20
11400
570
... More
a) 200 mm dia .(49.00 kg/each)
2
6584
3292.31
... More
d) 160 mm dia.
775
3076
3.97
... More
b) 150 mm dia (47.00 kg / each)
2
6315
3157.93
... More
D) C.I.D.F. Pipe with paddle coller 1.00 Mtr long as per I.Sl 1538-1976 with latest revision.
-
-
-
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i) 2.75 m lenth ( 127.80 kg/ each)
24
206085
8586.88
... More
b) 150 mm dia (50.50 kg / each)
1
3393
3393.1
... More
a) 100 mm dia .
4
20268
5067
... More
i) 250 mm.dia.
750
4777
6.37
... More
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.
In Ground Floor:
One Coat on new surface
-
-
-
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M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in ground floor.
(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
0.7
6921
9888
... More
Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC.
-
-
-
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
70
22820
326
... More
B) C.I.D.F. Duck foot Bend as per I.S. 1538-1976 with latest revision.
-
-
-
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Supply the following materials for connection of inlet, outlet, overflow and delivery line of OHR asper departmental drawing.
A) C.I.D.F. pipe as per I.S. 7181 - 1986 with letest revision.
-
-
-
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iii) 300 mm dia. pipe to 250 mm dia
61.5
49569
806
... More
Disinfection and washing the tank and pipe connection including clearing the inside of the tank etc. Complete as per direction of EIC.
1
1699
1699
... More
Hire and labour charges for staging and scaffolding made of strong and stout bamboo or salbullah props with necessary cross bracing of bamboo / salbullah including that for unsupporting horizontal projections outside lower ring beam with necessary fixures,making proper platforms/stairs with wooden planks etc.for the entire construction work and to maintain it till completion of work and removing the same as per direction & instruction of EIC.
(Mode of measurement will be on volumetric basics and quantity is to be arrived at by multiplying plane area considering outside diameter of lower ring beam,with height taken from 4M above G.L. to lower of the bottom ring beam.)
2042.5
310460
152
... More
(B)With 1:3 cement mortar(inside Reservior Cell Wall) (i)20mm thick plaster
(a) From heel beam up to top of reservior
231.2
52135
225.5
... More
C) C.I.D.F. Bell mouth PCS with paddle coller as per I.Sl 1538-1976 with latest revision.
-
-
-
... More
d) 160 mm dia.
775
1139
1.47
... More
Supplying, laying, fiting, fixing and jointing of UPVC pipes conforming to IS:4985-2000 with latest revision and amendments, if any, with necessary UPVC/CI specials, CIDF sluice valves, as per relevant I.S. specification including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder ,road sub-grade and its flanks but excluding moorum and laterite or sand stonehard arock including cutting of brick payment without damaging the existing telephone/electrical cable line etc.(in case of damage of any type of cable line during excavation, necessary damaged charges as applicable by the respaective authority will be borne by the agency in his own cost. Loading, unloading, carrying of pipes, specials, valves from the local store to work site and lowering laying of pipes specials valves carefully in trenches maintaining proper levels and alignment ,jointing the pipe and specials including supplying of good quality/approved brand solvent cement (as per IS:14182-1994 including cost of all fabricated PVC fitting i.e. tees,bend, reducers, adopter etc.as per IS:101-1988 and making flange joints including supplying required quantity of nuts, bolts and rubber insertion (CIDF sluice valves will be supplied by the department free of cost) as required at site by adopting suitable method so as to facilate the maintenance of pipe line locally as per conventional method including back filling the trenches with good earth obtained from excavation of trenches including consolidation with watering in layer not exceeding 150mm thk. with maintaining an average depth of cushion of 1.10 mtr. from the top of pipe line including making interconnection with distribution pipes etc. all complete as per drawing direction and satisfaction of the E.I.C.
-
-
-
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Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge 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.
In Ground floor (Two Coat)
a) Normal Acrylic Emulsion
a)From foundation level-upto initial 4.0 M height above G.L
95
6365
67
... More
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 25cm.thick brick work (l:6)over cement concrete (4:2:1) over a single B/F soling overl50mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC(1:1.5:3) cover slab 100mm.& 150mm.slalb on top of chamber with 1% reinforcement in roof slab including supply of 150mmxl50mm.C.l.surface.
-
-
-
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c) 140 mm dia.
350
1228
3.51
... More
Providing R.C.C cast in situ bored piles in position as per specification in all kinds of soil execpt rock of any hardness including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials (Bentonite, welding rod etc) and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipments (i.e.pile rigs and their mobilisation )necessary for boring, weilding of reinforcement cage as necessary and lowering of reinforcement cage & steel liner (if any), preparation and placing of concrete, complete byt excluding the cost of reinforcement and labour for boring etc. but including the cost of concrete. Work to be executed as per IS 2911(PART - II/Sec-2)Note:
1. The rate provided is exclusive of cost of concrete. Construction wing is to add cost of concrete of desired grade for volume corresponding to 1.0mlength of pile length, to arrive at the complete rate. Also the desired crushing strength is to be mentioned in the space provided in the description of item.The Rate of providing the temporary steel casing upto 3m depth is included.
2.To obtain the complete rate the construction wing have to add cost of concrete volume for 1m length of pile, multiplied by a factor:[1+ { dummylength of pile( max=1.5m) / Individual pile length}]
3. The cost of dismantling the length of the pile above cut off level is to be paid separately.
(b) Using tripod and winches (ii) 500 mm. diametre pile.
700
548800
784
... More
200 mm dia
20
7380
369
... More
(III) 200 mm dia Sluice Valve Chamber :-
-
-
-
... More
Supplying at site fitting,fixing erecting and building in position where necessary 450 mm wide ladder as per design consisting of 2nos 75mm x 75mm x 8mm thick MS Equal angle consisting of 45mm X 45mm X 6mm MS equal angle for steps @ 250mm c/c including 2 nos support for ladder at mid point by 50mm X 50mm X 8mm thick MS equal angle including fabrication ,drilling,welding,cutting all complete as per direction of EIC and finished with two coats of synthetic enamel paint over a coat of red-led primer etc. all complete.
24
53268
2219.51
... More
Provision for embossing the name and capacity of reservior on the outside shell wall of the reservior.Number plaque of building (plaque size up to 225mm X 225mm) made of sand cement plaster (1:2) on the face of the wall or plinth with 50mm size letters P.W.D and the number of the structure formed thereon (in sunk type) including painting the letters and number complte as per direction EIC.
50
5600
112
... More
Gst @ 18% on item no 25.00 to 25.05 & 96.00 to 96.28 =
925069.46
166512
18
... More
a) 90 mm dia.
1940
5742
2.96
... More
Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. A) UPVC Pipes: (i)110 mm. Dia.
8
20
251
... More
(ii) 150 mm dia
2
25276
12638.45
... More
(a) Depth of excavation not exceeding 1,500 mm
247.8
29555
119.27
... More
a) For R.C.C. Cover Slab of 150 mm thick for Exclusively for Main Road
12
173674
14472.91
... More
b) 110mm dia
2100
6552
3.12
... More
Earthing connection from earth electrode to transformers Neutral / Earth busbar .(a)Extra for connecting the neutral of Transformer/Earth busbar to earth electrode including S & F 50mm x 6mm Stranded GI (Hot Dip) wire on wall/floor with GI saddles & insulating the same by one layer of PVC tape over one layer of ampere tape
55
12320
224
... More
iii) 0.60 m lenth (54.66 kg / each)
2
7345
3672.61
... More
i) Liquid Limit as per IS 2720 (Part – V).
18
6300
350
... More
i) 250 mm.dia.
10
1144
114.45
... More
(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 quality)
14
8394
59961
... More
Labour for Chipping of concrete surface before taking up Plastering work.
1260.35
26467
21
... More
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 and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
I. SAIL/ TATA/RINL
1.05
74832
71269
... More
C)From heel beam up to top of reservior
498.4
75009
150.5
... More
a) For R.C.C. Cover Slab of 150 mm thick for Exclusively for Main Road
3
65217
21739.22
... More
For CI/DI Pipe Line.
-
-
-
... More
Total =
1141574.31
18614383
1
... More
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)
(a) With earth obtained from excavation of foundation
266.6
20672
77.54
... More
Field Investigation
Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
-
-
-
... More
b) 150mm. Dia.
-
-
-
... More
150 mm dia
42
14322
341
... More
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 equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)
-
-
-
... More
(b)Above initial 4.0M height up to bottom of heel beam
55
32835
597
... More
c) Above 10 Km upto 15 Km (Extra cost per Km)
15
4800
320
... More
(i) 200 mm dia(light)
1
15748
15748.79
... More
iv) 0.30 m lenth (36.63 kg / each)
2
4922
2461.17
... More
Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC.
-
-
-
... More
Supply the following materials for connection of inlet, outlet, overflow and delivery line of OHR asper departmental drawing.
E) C.I.D.F. sluice valve (Kejriwal/Upadhay/Kalpana make) as per I.S. 14846-2000 with latest amended.
PN.1.0 with cap
-
-
-
... More
(ii) 10.0m-20.0m
20
9200
460
... More
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.
(i) Pakur Variety
5.5
30136
5479.34
... More
b) 150 mm dia (47.83 kg / each)
1
3213
3213.7
... More
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
25
725
29
... More
(II) 100 mm to 150 mm dia Sluice Valve Chamber :-
-
-
-
... More
Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10 mtr. 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 exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne 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. store within 8KM and back filling the 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.
N.B
i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire item
ii) No payment will be made without hydraulic test of the pipe line either part or full iii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost.
-
-
-
... More
(b) Depth of excavation for additional depth beyond 1500 mm and upto 3000 mm but not requiring
165.2
31781
192.38
... More
Supplying & fixing earth busbar of galvanized (Hot Dip) MS flat 40 mm x 6 mm on wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete with GI bolts, nuts, washers, spacing insulators etc. as required.
0.5
97
194
... More
Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking uip the withdrawing excavated materials and remove the same within distance of 30mtr. at least all complete for fixing/crossing all dia of pipe line as per direction of EIC
50
48450
969
... More
b) 110mm dia
2100
1911
0.91
... More
ii) 200 mm dia. pipe to 150 mm dia
87.45
46523
532
... More
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
268.45
87514
326
... More
Earthing with 50 mm(2") dia GI pipe 3.64 mm thick x 3.04 Mts(10'-0')long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm(1/2") dia x 80 mm(3") long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level and estoring the surface duly rammed as per IEE rule.By By TATA-Medium GI pipe
1
1524
1524
... More
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using pproved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and 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 wooden shuttering as per decision & direction of Engineer-In-Charge.
75
24750
330
... More
a)From foundation level-upto initial 4.0 M height above G.L
98.25
3085
3140
... More
Carriage of different type of departmental pipes from Divisional/Sub-divisional store to the work site by truck including loading, unloading, stacking etc. including cost of fuel, lubricant and also cost of driver, helper etc. and all other taxes and charges as applicable as per direction of EIC
-
-
-
... More
a) 90 mm dia.
1940
1455
0.75
... More
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 formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 320 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 foumula. In ground floor and foundation. [using concrete mixture]
(a) From heel beam up to top of reservior M 30 Grade
Distance 15 KM from Berhampore Court Rly. Yard
98.75
717136
7262.14
... More
a) 250 mm dia .
2
40858
20429
... More
a) 200 mm dia .
4
59076
14769
... More
e) 200 mm dia.
1400
6034
4.31
... More
LAYING RISING MAIN & DISTRIBUTION SYSTEM.
-
-
-
... More
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)
(a) With earth obtained from excavation of foundation
4
310
77.54
... More
b) 110mm dia
2100
795900
379
... More
(iii) Depth greater than 20m and upto 30m metre
30
14100
470
... More
a) Construction of RCC street Stand Post (700mm.ht.) of 150mm x150mm.size above G.L. and 200mm.x200mm.size post 500mm.below G.L with 400x400mm., 100mm.thick RCC (M20) fooling over 75mm.thick 6:3:1 P.C.C over a single B/F soling over 150mm.thick sand filling with 1% reinforcement, connected with saddle piece & 15mm.dia brass ferrule with supplying fitting, fixing 15mm.dia G.I.nipple, G.I.socket, G.I. 200mm x 150mm.reducing elbow and 20mm.dia GI(m) TATA pipe of (av.) 2.6mtr. Long and one 15mm.dia alloy Iron with brass spindle bib cock with socket and 20mm.G.I. Elbow 2nos. with 15mm.GI (m) TATA pipe of 0.225mtr. For connection of stand post to distribution .line as per deptt. Design and drawing as per direction of EIC. )
30
106982
3566.08
... More
(a)Up to 4 Mtr above GL.
20
8240
412
... More
iii) 0.60 m lenth (38.36 kg / each)
2
5154
2577.41
... More
a) For R.C.C. Cover Slab of 150 mm thick for Exclusively for Main Road
2
35919
17959.7
... More
M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in ground floor.
(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
0.8
7910
9888
... More
Submission of complete detailed drawing of distribution system, rising main etc. after execution of work showing position of different types of valves, fittings/specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of EIC. The list of dia wise fitting/specials, different pipes ;of valve used in the rising main should be shown in the completion drawing (not separate) with verified by SAE & AE in-charge of the scheme. The above drawing will be submitted in 5 copies.
9365
3371
0.36
... More
viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X).
a) Undisturbed
6
4140
690
... More
N.B
i) Manufacture Test Certificate for UPVC pipe & specials to be produced before laying of pipe line.
ii) 3rd Party inspection of UPVC pipe & specials to be done by CEPET or (India)/SGS/NTH Kolkata or as per direction of E.I.C.
iii) No part payment at any stage on account of supply of materials shall be entertained.
iv) Payment will be made on actual consumption of materials .
v) UPVC pipes for the works to be supplied as per approved vendor list and as per direction & satisfaction of EIC. No pipes will be allowed beyond recommended Vendor list.
vi) Submission of drawing of pipe line with statement of materials consumed between node to node points against each R.A & Final bill.if so.
vii) Any deviation from required clear cover of 1.10 mtr. Due to site adverse condition, prior permission is to be obtained from EIC and payment for such work will be made on proarata basis over the rate of entire item. viii) All pipe connection shall be completed in all respect and as per direction of EIC. Dicision of EIC in this respect is final & binding in case of any deviation /or any left out pipe connection an amount of Rs.10,000.00 for each pipe connection will be realized /recovered from the bill.
(A) Pressure Rating : Class - III Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves.
-
-
-
... More
Making flange joint to DI/CI pipes,specials and valves where necessary with supply of required rubber insertion of 6/m2 (3mm guage) bolt nuts,washers etc. Of approved quality and type all complete as per specification and direction of EIC(Nut and bolts shall be of TATA/GKW make).
-
-
-
... More
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]
(A) With 1:4 cement mortar
i)10mm thick plaster
-
-
-
... More
Hire and labour charges for shuttering with centering 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 and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht shall be allowed under 12 (e) for every 4 m or part thereof)
Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.
-
-
-
... More
(b)Above initial 4.0M height up to bottom of heel beam
73.6
497987
6766.14
... More
Horn Gap lighting arrestor complete parts & pin insulators supplying,fitting fixing all complete as per direction of EIC
1
178
178
... More
(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 quality)
22.7
13611
59961
... More
a) 200mm. Dia.
-
-
-
... More
b) 250 mm dia.
3
61287
20429
... More
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
6
4062
677
... More
(a)For works in foundation,basement and upto roof of ground floor/upto 4m
33.6
2394638
71269
... More
i) 250 mm.dia.
750
2535
3.38
... More
OHR
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conformingto IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. I) For structural members of specified sections weighing less than 22.5 Kg./m
0.11
7986
72603
... More
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 formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be 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 foumula. In ground floor and foundation.[using concrete mixture]
Distance 15 KM from Berhampore Court Rly. Yard for M 25 Grade
-
-
-
... More
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite orsandstone) 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
25
2981
119.27
... More
b) 90 mm dia.
6
23142
3857
... More
e) 200 mm dia.
1400
1692600
1209
... More
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
In ground floor including roof.
(a) upto 150 mm. thick
25
23475
939
... More
ii) 150mm dia
10
1060
106
... More
ii) Plastic Limit as per IS 2720 (Part – V)
18
6300
350
... More
Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor. The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source).
For UPVC Pipe Line.
-
-
-
... More
Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10 mtr. 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 exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne 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. store within 8KM and back filling the 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.
N.B
i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire item
ii) No payment will be made without hydraulic test of the pipe line either part or full iii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost.
-
-
-
... More
xvi) Tri-Axial Shear Test.
a) Determination of Shear strength Parameters of a specimen tested in Unconsolidated Undrained Tri-axial compression without measurement of pore water pressure as per IS 2720 (Part – XI).
6
5520
920
... More
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge 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.
In Ground floor (Two Coat)
a) Normal Acrylic Emulsion
-
-
-
... More
Supply labour for mixing of super plasticizer of approved make brand sika/cico conforming to IS-2645-Supplying 1975 & IS-9130-1979 to be need in mortar admixture @ .20% by wt of cement (i.e 100ml per 50kg of cement) for improving workability,reducing shrinkage and improvement of water tightness of the concrete.
15
1785
119
... More
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 and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
I. SAIL/TATA/RINL
-
-
-
... More
b) In superstructure,ground floor
9.5
48934
5151
... More
vi) Determination of Specific Gravity as per IS 2720 (Part – III).
6
2760
460
... More
b)Beyond 4M up to bottom of heel beam (25.4 M)
397.5
27340
68.78
... More
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.)
-
-
-
... More
Supplying, fitting and fixing in position CI Manhole/ Pit cover with rim 450 mm x 100 mm x 21 Kg (Approx)
1
1696
1696
... More
Mobilisation Charges of all tools & Plants along with accessories, material, labour, supervision etc. at site of work required in connection with boring and testing work, including setting up boring rigs and shifting to different Bore-hole points etc. and also including withdrawal of same from the site after completion of work, complete as per direction of Engineer-in-Charge.
b) Detailed Investigation
1
25000
25000
... More
f) 225 mm dia.
1050
5659
5.39
... More
a) 90 mm dia .
4
15428
3857
... More
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 :
Two coats (with any shade except white)
25
1975
79
... More
b) Construction of platform of size 600x600 with 125mm.brick work (4:1) as platform band over 850mm x 850mm. 75mm.thick RCC platform (M.150 grade) over a single B/F soling below G.L over 150mm.thick sand filling 25mm.thick artificial stone floor over platform and inner side of band and 15mm.thick cement plasgter (4:1) on top of platform band and outside up to G.L. as per deptt.drawing and as per direction of EIC. )
30
47649
1588.3
... More
Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.
(a) In Ground Floor including roof.
6.5
12714
1956
... More
f) 225 mm dia.
1050
1587600
1512
... More
a) 200 mm dia (85.00 kg / each)
1
5711
5711.15
... More
b) Above 5 Km upto 10 Km (Extra cost per Km)
15
5625
375
... More
f) 225 mm dia.
1050
2614
2.49
... More
Supplying, fitting, Fixing Fly / Mosquito proof nylon net on any type of window, door shutter frame with necessary fixing arrangements complete.
4
3336
834
... More
(a)For works in foundation,basement and upto roof of ground floor/upto 4m
255
1664803
6528.64
... More
Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid:4 cementitious material) or as per manufacture's specification for waterproofing layer in water tank etc.(No Departmental Cement is required)
130
33410
257
... More
vii) Direct Shear Test as per IS 2720 (Part – XIII).
9
5130
570
... More
F) C.I.D.F. 90° Bend as per I.S. 1538 (Part XXI)- 1976 with letest amended.
-
-
-
... More
Brick work with 1st class bricks in cement mortar (1:6) b) In foundation and plinth
3.5
17248
4928
... More
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.
In Ground Floor:
One Coat on new surface
95
2983
3140
... More
(a) Undisturbed
6
2100
350
... More
c) 140 mm dia.
350
427
1.22
... More
Hoisting erection placing and connecting CIDF/DIDF Pipe & Specials (e.g. Duck-foot Bend,Bell-Mouth with Puddle Collar,CIDF-Tee,Bend,Sluice Valve etc.)securing with built in specials,providing says,clams as required including painting the pip & specials with Two coats synthetic Enamel paint,staging platform and necessary equipments for doing the work etc. complete in all respect as per drawing,specification & direction of EIC.(Pipe & Specials Supplied seprrately)
-
-
-
... More
C)From heel beam up to top of reservior
729.6
51852
71.07
... More
a) 90 mm dia.
1940
539320
278
... More
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
230.93
7851
34
... More
ii) 0.90 m lenth (50.84 kg / each)
2
6831
3415.94
... More
b)Above initial 4.0 M height up to bottom of heel beam 25.4 M
397.5
13187
3317.5
... More
d) 160 mm dia.
775
603725
779
... More
iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
18
12420
690
... More
iv) 0.30 m lenth (25.88 kg / each)
2
3477
1738.88
... More
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
32
1088
34
... More
E) C.I.D.F. sluice valve (Kejriwal/Upadhay/Kalpana make) as per I.S. 14846-2000 with latest amended. PN.1.0 with cap
-
-
-
... More
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite orsandstone) 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.
-
-
-
... More
Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block 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 and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source).
For UPVC Pipe Line.
-
-
-
... More
(ii) Depth greater than 10m and upto 20m metre
30
12000
400
... More
Painting with ready mixed Black Japan of approved make and brand including smoothening surface.
Two coats
70
3920
56
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