Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Eprocure
Opening Date7 Feb 2022
Closing Date7 Mar 2022
Tender Amount₹ 5,71,91,842
Costs
EMD
₹ 11,43,951Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PHED_364642_1Bid Award Id
ViewTender No
WBPHED/SE/MC/NIeT-26/2021-2022Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
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(i) Depth 0m to 10m metre
30
-
290
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(ii) Depth greater than 10m and upto 20m metre
30
-
350
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(iii) Depth greater than 20m and upto 30m metre
30
-
420
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(iv) Depth greater than 30m and upto 40m metre
30
-
470
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(v) Depth greater than 40m and upto 45m metre
30
-
520
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iii) Collection of Samples from the bore hole made as per B-a
-
-
-
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(a) Undisturbed
27
-
350
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(b) Disturbed
6
-
120
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Field Investigation
Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
-
-
-
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(i) 0.0m - 10.0m
12
-
350
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(ii) 10.0m-20.0m
12
-
460
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(iii) 20.0m-45.0m
30
-
570
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Laboratory Investigation
-
-
-
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i) Liquid Limit as per IS 2720 (Part – V).
27
-
350
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ii) Plastic Limit as per IS 2720 (Part – V)
27
-
350
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iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
27
-
690
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v) Determination of Water Content as per IS 2720 (Part – II).
9
-
140
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vi) Determination of Specific Gravity as per IS 2720 (Part – III).
9
-
460
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vii) Direct Shear Test as per IS 2720 (Part – XIII).
6
-
570
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viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X).
a) Undisturbed
6
-
690
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xiv) Determination of Consolidation Properties as per IS 2720 (Part – XIV).
6
-
920
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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
-
920
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Determination of pH Value as per IS 2720
(Part– VIII)
2
-
460
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Determination of Total Soluble Sulphate as
per IS 2720 (Part– VIII).
2
-
460
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Determination of Total Soluble Chlorine as
per IS 2720 (Part– VIII).
2
-
460
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Determination of Free Swell Index of Soil as
per IS 2720 (Part– VIII).
6
-
460
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Determination of Swelling Pressure of Soil as
per IS 2720 (Part– VIII).
6
-
690
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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
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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
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Part-A -Total Amount=208780.00
-
-
-
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PART-B
Construction of 500 Cum Capacity 20 mtr staging height RCC Elevated Service Reservoir as per Departmental type design & drg.(Ref FRG No-PC/-1/OHR/5/2012) including soil investigation design pile and pile cap delivery,inlet,washout & overflow pipe connection etc. all complete for Piped Water Supply Scheme of BAMANGRAM Water Supply Scheme OF bamongola Dev. Block under Malda Division,PH Engg Dte. in the District of Malda.
-
-
-
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Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary).
(Payment to be made on area cleared)
254.46
-
11
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Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety]
(a) 1:3:6 proportion
14.67
-
4246
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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
52.65
-
24
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Submission of Design Documents and Drawings of Pile Foundation structue along with Pile Cap for 600 Cum Capacity OHR (Departmental Design & Drawing No- PC-I/OHR/5/2012) required as per the guide line of the Soil Investigation report supplied by the Department.
1
-
150000
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Construction of Pile as per Approved Design. Providing Bored Cast-in-situ__M 25__ grade R.C.C. pile in position as per specifications in all kinds of soil 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 and labour for placing of concrete ,incuding necessery reinforcement (TATA/SAIL/RINL) with vertical load Test all complete as per direction of EIC
-
-
-
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Providing Bored Cast-in-situ__M 25__ grade R.C.C. pile in position as per specifications in all kinds of soil 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 and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2)
(b) Using tripod, winches
(iii) Pile diameter - 600 mm
696
-
2617.15
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Note:
1.The rate provided is exclusive of cost of concrete.Construction wing is add cost of concrete of desired grade for volume corresponding to 1.0 m length 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 3 m 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 factor :[1+{ dummy length 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 seperately.
-
-
-
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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 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.
(a) Tor steel/Mild Steel
(a) For works in foundation, basement and upto roof of ground floor/upto 4 m
I. SAIL/ TATA/RINL
12.35
-
62212.08
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Performing Vertical load test on single Pile in accordance with IS:2911(Part-IV) 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 arrangement etc. complete as per IS specification and direction of Engineer-in-charge.
ii) Testing load between 100 T and 150 T.
Note: This test shall be done on working piles only in a pile group and should satisfy the provisions of routine test as given in IS-2911 (Part-4) 1985.
1
-
67200
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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
In ground floor including roof
10.18
-
1956
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Constrution of pile Rs,2676967.67
-
-
-
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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.
63.18
-
11927
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(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
63.18
-
19238
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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
65
-
7754
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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)
-
-
-
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(a) Depth upto 1.5 m.
24.5
-
376
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(b) For additional depth beyond 1.5 m. and upto 3.00 m
120
-
429
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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 quality)
23
-
85173
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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.
20
-
166
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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. (For Plinth protection & below floor inside Reservoir)
70
-
322
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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 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 50 KM from Malda Rly. Yard
M 25 Grade
-
-
-
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(a)For works in foundation,basement and upto roof of ground floor/upto 4m
79.25
-
5804.7
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(b)From 4mtr. upto 8mtr.
14.7
-
5899.7
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(c)From 8mtr. upto 12mtr.
14.7
-
5994.7
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(d)From 12mtr. upto 16mtr.
14.7
-
6089.7
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(e)From 16mtr. upto 20mtr.
17.36
-
6184.7
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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 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].
Distance 50 KM from Malda Rly. Yard
M 30 Grade
(a) 20 mtr. and above upto Top of Resevoir
107.32
-
6430.76
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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.)
2000
-
152
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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)
c)25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
-
-
-
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(a)For works in foundation,basement and upto roof of ground floor/upto 4m
238.77
-
328
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(b)From 4mtr. upto 8mtr.
113.25
-
346
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(c)From 8mtr. upto 12mtr.
113.25
-
364
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(d)From 12mtr. upto 16mtr.
113.25
-
382
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(e)From 16mtr. upto 20mtr.
143.74
-
404
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(g)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.
735
-
668
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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 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
-
-
-
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(a)For works in foundation,basement and upto roof of ground floor/upto 4m
14.9
-
62212.08
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(b)From 4mtr. upto 8mtr.
3.13
-
62642.08
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(c)From 8mtr. upto 12mtr.
3.13
-
63072.08
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(d)From 12mtr. upto 16mtr.
3.13
-
63502.08
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(e)From 16mtr. upto 20mtr.
3.13
-
64002.08
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(f)From 20mtr. upto top of reservoir.
20.56
-
64502.08
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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
a) Floor of OHR at GL
70
-
293.99
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b) Bottom dome floor & conical slab
168.32
-
318.95
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Labour for Chipping of concrete surface before taking up Plastering work.
1618
-
21
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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 1:4 cement mortar
i)15mm thick plaster
-
-
-
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(a)For works in foundation,basement and upto roof of ground floor/upto 4m
118.69
-
154.15
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(b)From 4mtr. upto 8mtr.
118.69
-
158.15
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(c)From 8mtr. upto 12mtr.
118.69
-
162.15
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(d)From 12mtr. upto 16mtr.
118.69
-
166.15
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(e)From 16mtr. upto 20mtr.
162
-
170.15
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(b)From 20mtr and above
675.36
-
175.15
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(h)With 1:3 cement mortar(inside Reservior Cell Wall and conical dome) (i)10mm thick plaster
(a) From heel beam up to top of reservior
305.9
-
150.65
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
284.36
-
32.76
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Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification [Cement to be supplied by the Department].
100
-
88
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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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(a)For works upto roof of ground floor/upto 4m
118.69
-
3140
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(b)From 4mtr. upto 8mtr.
118.69
-
3211
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(c)From 8mtr. upto 12mtr.
118.69
-
3282
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(d)From 12mtr. upto 16mtr.
118.69
-
3353
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(e)From 16mtr. upto 20mtr.
162
-
3424
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(g)From 20mtr upto top of reservoir
675.36
-
3506
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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)
-
-
-
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(a)For works upto roof of ground floor/upto 4m
118.69
-
67
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(b)From 4mtr. upto 8mtr.
118.69
-
67.71
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(c)From 8mtr. upto 12mtr.
118.69
-
68.42
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(d)From 12mtr. upto 16mtr.
118.69
-
69.13
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(e)From 16mtr. upto bottom of heel beam
162
-
69.84
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(f)From heel beam to top of reservoir
675.36
-
70.66
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Supplying and laying standard four course bituminous water proofing treatment as per specification laid down in I.S. 1346 - 1991 to be finished with pea size gravel including necessary preparatory works such as shaping mouth of outlets, cutting as and where necessary and refilling with sand and Cement mortar (4:1) or Cement Concrete (1:2:4) with graded stone chips before undertaking the treatment including cutting grooves in parapet and inserting edge of felt and mending good damage complete in all respect as per direction of Engineer - in - Charge including cost of all materials and labours and incidental charges but excluding the cost of Cement Mortar or concrete required for levelling and grading. (In sloped roof Course sand of approved varieties is to be used in place of Pea size gravels as fourth and final course.)
i) 1st and 3rd Course with bonding materials of hot applied industrial blown type bitumen of grade 85/25 or 90/15 conforming to I.S.702 - 1988 @ 12Kg/10Sqm on each layer.
ii) 2nd course with Hessian base self finished bitumen type3 Gr.-I conforming to I.S. 1322-1993 (weighing 23kg/10Sqm gross with bitumen content 12.10kg/10Sqm ) tested under the provision of I.S. 13826 - 1993 part VII
iii) 4th course with washed and clean pea sized gravel or grit @ 0.006 cum/Sqm.
B. Over Sloped Roof.
123
-
309
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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.
4
-
1681
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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.
1
-
10021
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Supplying fitting and fixing in position reinforced cement polymer concrete manhole cover with matching frame as per IS-12592 (MD)
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
-
3013
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Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
90
-
29
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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 :
a)On steel or other metal surface with super gloss (hi-gloss)
i)Two coat (any shade except white)
90
-
79
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Supplying at site filling ,fixing ,erecting and building in position where necessary 600mm.wide M.S. Cat ladder as per design consisting of 2nos.ISMC 150, 8mm.thick with necessary base plate of 8mm.thick 100mm.wide M.S. plate as steep @ 300mm.a/c supported on ISA 50x50x6 , ISA 60x60x8mm.thick both side as per requirement.900mm.ht. as post on one side/both side @ 1000 and ISA 45x45x6 as horiz. Runner to cover side railing including fabrication, welding,drilling etc.as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of primer etc. all complete as per direction of EIC. for cat ladder, railing of stair & platform, walkway etc.
750
-
83.83
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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 .
10
-
1067
... More
Supplying & labour for mixing of super plasticizer of approved make brand sika/cico conforming to IS-2645-1975 & IS-9130-1979 to be need in mortar admixture @ 0.20% by wt. of cement (i.e 100ml per 50kg of cement) for improving workability, reducing shrinkage and improvement of water tightness of the concrete.
250
-
139
... More
Supplying hoisting, fitting fixing approved type water level indicator with copper float, guide pulley, wire boards etc. as per standard specification and direction and satisfaction of EIC.
1
-
64271
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(A)Earthing with 50mm.dia G.I. pipe 3.64mm.thick x 3mtr. (10”-0”) long and l;1 x 4SWG G.I. (Hot dip)wire 4mtr. long 13mm. dia x 80mm.long G.I.Bolts, double nuts , washer including S&F 15mm.dia G.I.pipe protection (1mtr. long) to be filled with bitumen partly below ground level to an av. Depth of 3.65m below G.L. and restoring the surface duly rammed as per IEE rule. i)For soft soil.
b)By TATA Medium G.I.Pipe
1
-
1890
... More
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, cable lugs etc. as required and mending good damages as per IEE rule.
i)No.8 SWG
50
-
10
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Horn Gap lighting arrestor complete parts & pin insulators supplying,fitting fixing all complete as per direction of EIC
1
-
2739
... 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
-
194
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Provision for embossing the name and capacity of reservoir with 20mm.thick (3:1) raised sand cement plaster with letter size 30cm x 20cm. on the outside of shell wall of the reservoir painted complete as per direction of EIC
50
-
108
... More
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. (if water is supplied by the Department rate shall be reduced as per prevailing departmental rate)
500
-
95
... More
Disinfection and washing the tank and pipe connection including clearing the inside of the tank etc. Complete as per direction of EIC.
1
-
4751
... More
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.
-
-
-
... More
200mm.dia (Base size 200mmx200mmx350mm.deep)
2
-
261
... More
150mm.dia (Base size 200mmx200mmx350mm.deep)
2
-
168
... More
Supplying fitting and fixing door made with IRC febric mesh of 75mm x50mmx4.5mmx2.7mm on 50mm x 50mm x 6mm angle iron frames all round and one 37.5mm x 6mm M.S. flat bar over the netting all round welded to angle iron frame and providing locking arrangements if necessary and with two coats of synthetic enamel paint(Other than Hi-gloss) fitted and fixed with clamps or haskal doomney etc. complete at the lantern of R.C.C. over head reservoir.
6
-
2850
... More
Providing water thirable non-toxic expoxy coating (techoxy or equivalent brand of approved quality) 2(two)finished coats over 2(two)of primer of same brand to the ceiling of roof dome including supply of requisite coating materials, cleaning of the substrate properly to make it free from dirt, paint, oil and grease, sludge, blister, loose plaster, fungus, moss and all other undesirable particles using wire brush, sand papers etc. including mending good all damages all complete as per direction of EIC & his satisfaction.
355.08
-
299
... More
Hoisting,fitting,fixing of C.I. bell mouth with puddle collar in RCC work as per drawing
specification and direction of EIC all complete.
-
-
-
... More
i)200mm.dia
2
-
90
... More
ii)150mm.dia
2
-
75
... More
Hoisting, erection ,placing connecting with pipes and specials CIDF pipes, specials) securing with building specials providing stays, clamps as required including cost of staging platform for the work etc.all complete in all respects as per drawing and direction of EIC.
-
-
-
... More
i)200mm.dia
50
-
105
... More
ii)150mm.dia
50
-
91
... More
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 2 nos 25 mm dia. G.I pipe (NON TATA medium) placed equally in between railing top & floor, vertical post of railling are 40 mm dia. G.I pipe (NON TATA medium) placed at 900 mm c/c . The each end of the vertical post is join by the 62 mm (25 mm X 6 mm X 0.062 m long) MS flat and 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.
120
-
1804
... More
Making flange joint to CIDF pipe, specials, valves etc.with supply of necessary nuts and bolts, rubber insertion of 6kg/m2 (3mm gauge) and materials required including dewatering if any tools and plants, labour cost etc. as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make)
-
-
-
... More
i)200mm.dia
34
-
508
... More
ii)150mm.dia
34
-
431
... More
Brick work with 1st class bricks in cement mortar (1:6) b) In superstructure,ground floor
20.21
-
5104.88
... More
Consturction of 30 cm wide 25 cm deep masonry surface drain (for overflow & washout) having 25 cm thick cement brick work (4:1) over 15 cm thick C.C. (1:3:6) over a layer of single B.F.soling & 20 cm thick sand filling and 15 mm thick cement plaster (4:1) with neat cement finish including rounding off corners all complete as per drawing & direction of E.I.C.
50
-
2014.19
... 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
-
-
-
... More
i)200mm.dia
2
-
15194
... More
ii)150mm.dia
2
-
11990
... More
Laying of CIDF/D.I Pipes with specials,valves etc. in trenches including excavation in all sorts of soil,moorum,soft rock and refilling the trenches after laying & jointing of pipes etc. all complete as per specification and direction of EIC
-
-
-
... More
i)200mm.dia
11
-
136
... More
ii)150mm.dia
11
-
112
... More
Supply the following:
C.I.D.F 90˚ Bend as per I.S.1538 (Part-XXI)-1976 with latest amended
CIDF Duck foot bend as per I.S. 1538 1976 with latest revision.
CIDF Bell mouth with paddle collar as per ISI 1538-1976 with latest revision
900
-
61
... More
Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R12/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 15kg/cm2.
N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list
-
-
-
... More
i)200mm.dia
2
-
16632
... More
ii150mm.dia
2
-
9174
... More
iii)100mm.dia
1
-
6138
... More
Supply the following materials for connection of inlet, outlet, overflow and delivery line of OHR as per departmental drawing.CIDF pipe Class-B as per I.S. 7181-1986 with latest revision.
7000
-
63
... More
125 mm thick brick work with 1st class brick in cement mortar(1:4) in ground floor
60
-
668.34
... More
Part-B -Total Amount=10717458.43
-
-
-
... More
PART-C
Laying of HDPE (PE-100) pipe for distribution system for the Augmentation of Bamangram Piped Water supply Scheme in Bamongola Derv. Block under Malda Division PH Engg.Dte. In the District of Malda
-
-
-
... 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 1.10mtr. 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 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
i) 300 mm dia (K7)
60
-
192
... More
Supplying HDPE (Materials grade PE-80) pipes conforming to IS 4984-1995 with latest revision & amendments if any with necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road
flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future.
(A) Pressure Rating : PN 6
(ii) Laying of pipe line including cost of pipe & fittings/specials but
excluding cost of valves.
-
-
-
... More
i) 90 mm dia (OD)
27875
-
381
... More
ii)110 mm dia (OD)
3750
-
535
... More
iii)125 mm dia (OD)
970
-
688
... More
iv)140 mm dia (OD)
2210
-
842
... More
v)160 mm dia (OD)
895
-
1073
... More
vi)180 mm dia (OD)
2470
-
1327
... More
vii)200 mm dia (OD)
430
-
1620
... More
viii) 225 mm dia (OD)
780
-
2015
... More
ix) 250 mm dia (OD)
1985
-
2461
... More
Making flange joint to DI/CI 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 and bolts shall be of TATA/GKW rate).
-
-
-
... More
i) 100 mm dia (OD)
40
-
182
... More
ii)150 mm dia (OD)
12
-
220
... More
iii)200 mm dia (OD)
12
-
237
... More
iv)250 mm dia (OD)
6
-
329
... 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 (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.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 thick slab on top of chamber 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. [Reinforcement type:- Other anufactuerers not specified]
B) For UPVC/HDPE Pipe
-
-
-
... More
i) 80mm to 150 mm dia
26
-
11990
... More
ii)200 mm dia
6
-
15194
... More
iii) 250 mm to 350 mm dia
3
-
18881
... More
Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R12/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 15kg/cm2.
N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list
-
-
-
... More
i) 100 mm dia
20
-
6138
... More
ii)150 mm dia
6
-
9174
... More
iii) 200 mm dia
6
-
16632
... More
iv) 250 mm dia
3
-
24420
... 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).
B) For UPVC/HDPE Pipe
-
-
-
... More
i) 90 mm dia (OD)
27875
-
3.6
... More
ii)110 mm dia (OD)
3750
-
3.78
... More
iii)125 mm dia (OD)
970
-
3.82
... More
iv)140 mm dia (OD)
2210
-
4.24
... More
v)160 mm dia (OD)
895
-
4.78
... More
vi)180 mm dia (OD)
2470
-
5.17
... More
vii)200 mm dia (OD)
430
-
5.64
... More
viii) 225 mm dia (OD)
780
-
6.44
... More
ix) 250 mm dia (OD)
1985
-
6.79
... More
For CI/DI/AC Pipe
-
-
-
... More
i) 300 mm dia
60
-
7.22
... More
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 casing pipe and distribution pipe through the bore and including hire charges of all tools and plants, 5 H. P. centrifugal pump for dewatering, 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. This item will be executed only prior permission of EIC.
-
-
-
... More
i)100 MM DIA PIPE TO 125 MM DIA.
200
-
338.2
... More
i)150 MM DIA PIPE TO 200 MM DIA.
150
-
505.4
... More
i)250 MM DIA PIPE TO 300 MM DIA.
50
-
765.7
... 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.
41425
-
0.38
... More
Supply and delivery of DI Mechanical Coller as per ISI 13382-1992 with latest amendment up to date including all taxes & other incidental charges what so ever,carriage loading unloading & stacking at working site
-
-
-
... More
i)250 MM DIA.(MI/01471)
6
-
7589
... More
i)300 MM DIA.(MI/10472)
4
-
9486
... More
Supply of CIDF pipe,Bend,Tee, Reducing Socket,Flange spigot Tail Piece,Blank flage as per (IS-1538-1993) with latest amendment up to date including all taxes & other incedental charge what so ever ,carriage ,loading unloading & stacking at working site.
1000
-
61
... 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)
a)300 mm dia
15
-
76
... More
Making barricading of excavation trenches of road width upto 15mtr. to avoid any accident by providing 75mm dia bamboo post placed vertically & horizontally with the help of 6”size iron rail as per direction and satisfaction of EIC. (Applicable where critical situation arise and take up the work as per direction of EIC)
95
-
118
... 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.
a) 300 mm dia
10
-
263
... 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.
a) 300 mm dia
10
-
160
... More
Dismantling all type of plain cement concrete works, stacking serviceable materials of site and removing rubbish as directed within a lead of 75mtr. for laying all dia pipe line in ground floor, upto 150mm thick.
15
-
939
... 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
Above 40 km upto 50 Km
4
-
3754
... 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
a) Pakur Variety
15
-
4903.6
... More
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
150
-
322
... More
a) Construction of RCC street stand post (700mm height) of RCC (1:1.5:3) footing over 75mm thick 4:2:1 P.C.C over a single B/F soling 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 (avg.) 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 along with Construction of platform of size CC platform (1:2:4) over a single B/F soling below G.L over 150mm.thick sand filling, neat cement finish over platform and inner side of band and 15mm thick cement plaster (4:1) on top of platform band and outside upto G.L. as per deptt. drawing and as per direction of EIC
10
-
7215
... 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
80
-
1023
... More
Part-C -Total Amount=28212364.05
-
-
-
... More
PART-D
Providing Functional Household Tap connection (FHTC) in connection with Jal Jeevan Mission (JJM and JAL SWAPNA) Under command area of Bamangram Water Supply Scheme at Bamongola Dev. Block under Malda Division,PHE Dte. In the district of Malda.
-
-
-
... More
Providing FHTC from the existing CI/DI/ UPVC /HDPE/GI/AC distribution pipeline by installing 10 mm. NB Gun-metal Ferrule conforming to IS 2692:1989 with latest amendments on the said pipeline with supply, fitting & fixing of all other accessories like saddle piece of required size to fit the existing distribution pipeline, specials, nut & bolts, rubber sheet, washers etc. and supply & laying of 15mm NB PVC (Schedule 80)20 mm OD HDPE (PE100, PN16) pipe (average 15m length) with all necessary specials 1.0 metre below the ground connecting the ferrule including cuting trenches in all sorts of soil and filling up trenches as per direction of the Engineer-in-charge and upto a point just inside the premises of the house hold or as directed by EIC. Supply and installation of a 15mm dia alloy iron Bib Cock (tested to 21Kg/cm²) above 1.0 mtr. from ground , an alloy stop Cock of 15mm. dia. with brass spindle (tested to 21kg/cm²) to be fitted in a position as directed by E.I.C. G.I pipe TATA make (medium duty) of 2 metre length with all necessary specials to continue from the end of the HDPE /PVC pipe and upto 1.0m. above ground within the premises of household. (Excluding cost of supply & laying of PVC/HDPE pipes.)
Note : 1.PVC pipe shall of schedule 80 (medium duty) conforming to ASTMD -1785 and threaded to match with GI pipes as per IS: 1239 (Part - I).
2. Rate is exclusive of supply and delivery of 10 mm NB gun-metal Rerrule.
3. Payment of supply & laying of 15 mm NB PVC (Schedule 80) /20 mm OD HDPE (PE100, PN16) pipe with all necessary specials 1.0 metre below the ground will be made on actual measurement basis. The rate of his item is Rs. 117/- per metre.
3000
-
3044
... More
Making village road average 3mtr width crossing by horizontal auger boring for accomodation of laying of average 3(three)nos 15mm dia pipes for FHTC or as per direction of Engineer in charge.
2700
-
188
... More
Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)
A) For Exposed Work
15 mm dia Medium Quality
8100
-
192
... More
Provision for extra supply and laying of 15 mm NB PVC (Schedule 80)/20 mm OD HDPE(PE100,PN16) pipe with all necessary specials 1.0 meter below the ground including cutting trenches in all sorts of soil and filling up trenches as per direction of the EIC.,beyond 15 mtr length as consider in item no.1
1000
-
117
... More
Dismantling all type of plain cement concrete works, stacking serviceable materials of site and removing rubbish as directed within a lead of 75mtr. for laying all dia pipe line in ground floor, upto 150mm thick.
5
-
939
... 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
a) Pakur Variety
5
-
4903.6
... More
Collection House Hold details at Prescribed Format Through Mobile App and hard copy including Geo-reference as directed by EIC and submission of the same to PHE Dte in soft copy.
3000
-
28
... More
Part-D -Total Amount=11425013.00
-
-
-
... More
Total =
50563615.48
-
1
... More
Gst @ 12% =
50563615.48
-
12
... More
CESS @ 1% =
56631249.34
-
1
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