Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Eprocure
Opening Date21 Dec 2022
Closing Date23 Jan 2023
Tender Amount₹ 2,40,52,255
Costs
EMD
₹ 4,81,045Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbphed/se/mc/niet-25/2022-23_1
Description
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Contact
Tender Id
2022_PHED_436627_1Bid Award Id
ViewTender No
WBPHED/SE/MC/NIeT-25/2022-23Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
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Documents
BOQ Items
150 mm dia.
129
-
38
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).
200 mm dia.
4
-
237
150 mm dia.
4
-
220
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.
150 mm dia to 200 mm dia pipe.
10
-
141
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.
200 mm dia .
5
-
113
150 mm dia .
5
-
108
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 CI/DI pipe
200 mm dia DI Pipe line.
50
-
5.61
150 mm dia.
700
-
4.2
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 CI/DI pipe
200 mm dia
50
-
2.38
150 mm dia.
700
-
1.54
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. 200 MM DIA
2
-
14965
150 mm dia.
2
-
11804
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 CI.Gr.FG 210mtr. Spindle of IS-6603 GR-12/GR-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10 Kg/Sq Cm (seat Teast) and body tested to 15 Kg/ Sq Cm.
NB: * The above item should be procured from the reputed manufacturers as per Deptl, Approved Vender List.
* 350NB and above valves shouls be provided with enclosed gear bo and antifriction device for easeof operation.
200 mm dia.
2
-
16632
150mm dia.
2
-
9174
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 Distance 45 Km from Berhampore Railway yard
2
-
5548.29
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
1
-
1023
Dismantling all types of plain cement concrete works by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 for Rural Roads of MORD.
a) upto 150 mm. thick
1
-
939
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 to 50 Km
2
-
3754
Supply of different dia CI Specials as per I.S. Specificationwith latest revision .
800
-
61
Supply of different dia Collar Coupling as per I.S. with latest revision .
150 mm dia
4
-
1856
200 mm dia
4
-
2638
PART-B Laying of Distribution System 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.
250 mm dia
50
-
164
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 stone hard rock including cutting of brick pavement without damaging the existing telephone /electrical cable line etc.(in case of damage of any type of cable line during excavation, necessary damarage charges as applicable by the respective authority will be borne by the agency at 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 facilitate 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 layers not exceeding 150mm thk. with maintaining an average depth of cushion of 1.10mtr. 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.
-
-
-
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 as per approved vender list.
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 points against each R.A & Final bill.
vii) Submission of drawing of pipe line with statement of materials consumed between node points against each R.A & Final bill.
viii) Any deviation from required clear cover of 1.00 mtr. Due to site adverse condition, has to be 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. ix) All pipe connection shall be completed in all respect and as per direction of EIC. Decision 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
(ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves.
-
-
-
110 mm dia
1923
-
471
125 mm dia
584
-
643
140 mm dia
1978
-
785
160 mm dia
548
-
974
180 mm dia
523
-
1250
200 mm dia
329
-
1544
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 CI/DI pipe
250 mm dia
50
-
6.66
i)For UPVC
110 mm dia
1923
-
3.78
125 mm dia
584
-
3.82
140 mm dia
1978
-
4.24
160 mm dia
548
-
4.78
180 mm dia
523
-
5.17
200 mm dia
329
-
5.64
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 CI/DI pipe
250 mm dia
50
-
3.47
i)For UPVC
110 mm dia
1923
-
1.08
125 mm dia
584
-
1.24
140 mm dia
1978
-
1.44
160 mm dia
548
-
1.73
180 mm dia
523
-
2.05
200 mm dia
329
-
2.42
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).
100 mm dia
4
-
182
125 mm dia
2
-
189
150 mm dia
4
-
220
200 mm dia
2
-
237
250 mm dia
4
-
329
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)
250 mm dia .
11
-
64
Dismantling all types of plain cement concrete works by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 for Rural Roads of MORD.
a) upto 150 mm. thick
3
-
939
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
3
-
1023
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.
80 mm to 150 mm dia pipe.
5
-
11804
200 mm dia
1
-
14965
250 to 350 mm dia
2
-
18606
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 to 50 Km
1
-
3754
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 Distance 45 Km from Berhampore Railway yard
6
-
5548.29
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. 125 mm dia. Pipe to 100 mm dia.
50
-
338.2
200mm dia. Pipe to 150 mm dia.
10
-
505.4
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 CI.Gr.FG 210mtr. Spindle of IS-6603 GR-12/GR-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10 Kg/Sq Cm (seat Teast) and body tested to 15 Kg/ Sq Cm.
NB: * The above item should be procured from the reputed manufacturers as per Deptl, Approved Vender List.
* 350NB and above valves shouls be provided with enclosed gear bo and antifriction device for easeof operation.For CI/DI Pipe
100 MM dia
2
-
6138
125 mm dia
1
-
6277
150 mm dia
2
-
9174
200 mm dia
1
-
16632
250 mm dia
2
-
24420
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.
150 mm dia to 200 mm dia pipe.
2
-
141
250 to 350 mm dia
2
-
263
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.
250 mm dia .
2
-
120
Supply of different dia CI Specials as per I.S. Specificationwith latest revision .
200
-
61
PART-C Providing FHTC Connection Providing FHTC from the existing Cl/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)/20mm OD HDPE (PE100, PN16)/20mm OD PPR-C (Class - SDR7.4/PN16) pipes upto required length with all necessary specials 1.0 metre below the ground connecting the ferrule including cutting 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 household or as directed by EIC. Supply and installation of a 15mm dia. alloy iron Bib Cock (tested to 21 Kg/cm2) above 1.0 Mtr. from ground, an alloy Stop Cock of 15 mm dia. with brass spindle (tested to 21 Kg/cm2) to be fitted in a position as directed by
E.I.C. G.I pipe of TATA make (medium duly) of 2 metre length with all necessary specials to continue from the end of the PVC/HDPE/PPR-C pipe and upto 1.0 m above ground within the premises of household.
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. PPR-C (Poly propylene Random copolymer) pipe shall be 3-layer confirming to IS:15801 UV stabilised & anti-microbial fusion welded, having thermal stability /or hot & cold water supply including all PP-R plain & brass threaded polypropylene random//iffings.
3. Rate is exclusive of supply and delivery of10mm NB gun-metal Ferrule.
Supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE100,PN16)/30mm OD PPR-C (Class - SDR7.4/PN16) pipes.
a) Upto 10 m length
599
-
1874
a) Above 10 m upto 20 m length
598
-
3044
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.
400
-
188
Detailed Field study and online household data acquistion along the entire alignment and updating the working status of the Distribution system and Transmission main (raw and clear) in the piped water supply command area within the scope of this schedule, by online GPS enabled Softwares/mobile applications supplied by the Department/Free-source compatible to populate the WBPHED dashboard, with the help of personnel engaged for annual operation and Maintenance of PWSS.
1197
-
28
Construction of platform of size 600 mm x 600 mm (inner dimension ) having 125 mm thick brick edging with 125 mm x 125 mm RCC (1:1.5:3) support for providing FHTC as per relevant drawing (Drg.No. PC/PLATFORM FOR FHTC/13/2022),specifications and as per direction of Engineer in Charge.
b) For entire South Bengal
1197
-
1562
PART-D Soil Invetigation for Construction 250 Cum OHR
-
-
-
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
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
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.
b) When drilling mud “Bentonite of suitable consistency” is used to prevent collapse of bore hole.
(i) Depth 0m to 10m metre
30
-
290
(ii) Depth greater than 10m and upto 20m metre
30
-
350
(iii) Depth greater than 20m and upto 30m metre
30
-
420
(iv) Depth greater than 30m and upto 40m metre
30
-
470
(v) Depth greater than 40m and upto 45m metre
30
-
520
iii) Collection of Samples from the bore hole
made as per B-a
(a) undisturb
27
-
350
b) Disturb
6
-
120
Field Investigation
Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
(i) 0.0m - 10.0m
12
-
350
(ii) 10.0m-20.0m
12
-
460
(iii) 20.0m-45.0m
30
-
570
Laboratory Investigation
i) Liquid Limit as per IS 2720 (Part – V).
27
-
350
ii) Plastic Limit as per IS 2720 (Part – V)
27
-
350
iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
27
-
690
v) Determination of Water Content as per IS 2720 (Part – II).
9
-
140
vi) Determination of Specific Gravity as per IS 2720 (Part – III).
9
-
460
vii) Direct Shear Test as per IS 2720 (Part – XIII).
6
-
570
viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X).
a) Undisturbed
6
-
690
xiv) Determination of Consolidation Properties as per IS 2720 (Part – XIV).
6
-
920
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
Determination of pH Value as per IS 2720
(Part– VIII)
2
-
460
Determination of Total Soluble Sulphate as
per IS 2720 (Part– VIII).
2
-
460
Determination of Total Soluble Chlorine as
per IS 2720 (Part– VIII).
2
-
460
Determination of Free Swell Index of Soil as
per IS 2720 (Part– VIII).
6
-
460
Determination of Swelling Pressure of Soil as
per IS 2720 (Part– VIII).
6
-
690
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
PART-E Construction 250 Cum OHR
-
-
-
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)
225
-
11
Providing Bored Cast-in-situ__M 30__ 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)
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.
(b) Using tripod, winches Dia of Pile - 600 mm
Payment for Boring & Materials involved during Construction will be made as per Design.
Revised Rate in this respect if any has to be approved by Tender Inviting Authority.
540
-
885
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]
Mode of Measurement Vol of 600 mm dia pile Per Mtr = 0.283 Cum
Adding Multiplying Factor =1.5/28.5 X 0.283 = 0.015 Cum Total = 0.298 Cum
M 30 Grade
160.92
-
6571.36
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 (Rate Analysis Enclosed)
Payment for Materials involved during Construction will be made as per Design.
Revised Rate in this respect if any has to be approved by Tender Inviting Authority.
18
-
97431.17
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
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
7.78
-
1956
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
164.06
-
119.27
(b) Depth of excavation for additional depth beyond 1500 mm and upto 3000 mm but not requiring shoring
145.47
-
192.38
Bailing or pumping out water from foundation trenches This item should be executed on the specific direction of the Engineer-in-charges when he is satisfied in his absolute discretion, that this has not been necessitated due to any fault on the part of the contractor.
100
-
20.88
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge)
(a) Depth upto 1.5 m.
55.61
-
376
(b) For additional depth beyond 1.5 m. and upto 3.00 m
49.31
-
429
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
204.77
-
77.54
Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quality)
11.12
-
599.61
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)
7.79
-
326
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]
15.74
-
5548.29
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 45 KM from Berhampore Rly. Yard
M 25 Grade
(a)For works in foundation,basement and upto roof of ground floor/upto 4m
80.11
-
6464.99
(b)From 4mtr. upto 8mtr.
10.25
-
6559.99
(c)From 8mtr. upto 12mtr.
10.25
-
6654.99
(d)From 12mtr. upto 16mtr.
10.25
-
6749.99
(e)From 16mtr. upto 20mtr.
18.55
-
6844.99
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 45 KM from Berhampore Rly. Yard
M 30 Grade (a) Above 20 mtr.from GL to 24 m above GL
39.74
-
7067.36
(b) Above 24 mtr.from GL to 28 m above GL
17.27
-
7183.36
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. (a)For works in foundation,basement and upto roof of ground floor/upto 4m
135.89
-
330
(b)From 4mtr. upto 8mtr.
76.49
-
348
(c)From 8mtr. upto 12mtr.
76.49
-
366
(d)From 12mtr. upto 16mtr.
76.49
-
384
(e)From 16mtr. upto 20mtr.
129.68
-
402
(f)Above 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.
442.61
-
672
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.)
1321.69
-
152
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
(a)For works in foundation,basement and upto roof of ground floor/upto 4m
9.48
-
97431.17
(b)From 4mtr. upto 8mtr heifgt above GL
2.25
-
97861.17
(c)From 8mtr. upto 12mtr heifgt above GL
2.25
-
98291.17
(d)From 12mtr. upto 16mtr heifgt above GL
2.25
-
98721.17
(e)From 16mtr. upto 20mtr heifgt above GL
3.82
-
99151.17
(f)From 20mtr. Upto 24 mtr heifgt above GL
9.75
-
99651.17
(g)From 24mtr. Upto 28 mtr heifgt above GL
1.87
-
100151.17
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
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.
2.7
-
2850
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
b)From 20mtr. Upto 24 mtr heifgt above GL
83.53
-
338.26
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.
a) From 20 Mtr to 24 Mtr heifgt above GL
184.45
-
83.83
b)From 24 Mtr to 28 Mtr heifgt above GL
184.45
-
85.09
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
32
-
1067
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. Analysis of rate enclosed in seperate sheets. ( Analysis Rate )
90.45
-
1804
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)10 mm thick plaster
(a)For works in foundation,basement and upto roof of ground floor/upto 4m above GL
72.62
-
124.55
(b)From 4mtr. upto 8mtr.above GL
72.92
-
128.55
(c)From 8mtr. upto 12mtr. above GL
72.92
-
132.55
(d)From 12mtr. upto 16mtr above GL.
72.92
-
136.55
(e)From 16mtr. upto 20mtr above GL.
150.67
-
140.55
(f)From 20mtr upto 24mtr above GL.
175.61
-
145.55
(g)From 24mtr upto 28mtr above GL.
122.12
-
150.55
(h)With 1:3 cement mortar(inside Reservior Cell Wall and conical dome) (i)10mm thick plaster
(a) From 20mtr upto 24mtr above GL.
153.22
-
150.73
(b) From 24mtr upto 28mtr above GL.
28.55
-
155.73
Horn Gap lighting arrestor complete parts & pin insulators supplying,fitting fixing all complete as per direction of EIC
1
-
2739
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 pr direction of EIC
60
-
108
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
(a)For works upto roof of ground floor/upto 4m
72.62
-
31.4
(b)From 4mtr. upto 8mtr.above GL
72.92
-
32.11
(c)From 8mtr. upto 12mtr. above GL
72.92
-
32.82
(d)From 12mtr. upto 16mtr above GL.
72.92
-
33.53
(e)From 16mtr. upto 20mtr above GL.
150.67
-
34.24
(f)From 20mtr upto 24mtr above GL.
328.83
-
35.06
(g)From 24mtr upto 28mtr above GL.
150.67
-
35.88
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)
b) Normal Acrylic Emulsion
(a)For works upto roof of ground floor/upto 4m
72.62
-
67
(b)From 4mtr. upto 8mtr.above GL
72.92
-
67.71
(c)From 8mtr. upto 12mtr. above GL
72.92
-
68.42
(d)From 12mtr. upto 16mtr above GL.
72.92
-
69.13
(e)From 16mtr. upto 20mtr above GL.
150.67
-
69.84
(f)From 20mtr upto 24mtr above GL.
328.83
-
70.66
(g)From 24mtr upto 28mtr above GL.
150.67
-
71.48
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
225
-
32.76
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
9.64
-
29
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :
On steel or other metal surface :
With super gloss (hi-gloss) - Two coats (with any shade except white)
9.64
-
79
Application of priming coat for standard bituminous waterproofing treatment over flat roof with Bitumen primer of approved brand fufilling the provision of I.S. 1346 - 1991 & 3384 - 1986 applied @ 0.27 Liters /Sq.m. over clean and prepared roof surface complete as per satisfaction of the Engineer - in - Charge. (For Top of Roof)
74.99
-
24
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)
250
-
95
Disinfection and washing the tank and pipe connection including clearing the inside of the tank
etc. complete as per direction of EIC.
1
-
4751
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.
a) 150 mm dia.
50
-
91
b) 100 mm dia.
21
-
84
c) 250 mm dia.
21
-
122
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
ii) 150mm dia
30
-
112
ii) 100mm dia
2.5
-
72
iii) 250 mm dia.
15
-
164
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)
i)100 mm dia
18
-
182
ii)150 mm dia
49
-
220
iii) 250 mm dia.
24
-
329
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.
i)150mm.dia (Base size200mmx200mmx350mm. deep)
3
-
168
ii)250mm.dia (Base size 300mmx300mmx450mm. deep)
1
-
367
Hoisting,fitting,fixing of C.I. bell mouth with puddle collar in RCC work as per drawing specification and direction of EIC all complete.
i)100mm.dia
1
-
65
ii)150mm.dia
2
-
75
iii)250mm.dia
1
-
113
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. a) 100 mm dia to 150 mm dia.
3
-
11804
iii)250mm.dia
1
-
18606
Construction of masonry drain 300 mm X 250 mm inner section with 1st class 250 mm th. Brick work in cement mortar(1:4) over a layer of single brick flat soling , sand filling 100mm th. and 100 mm th. weak cement concrete(6:3:1) with graded stone ballast pakur variety (40mm size) including earth work in excavation , 15mm th. Cement plaster(4:1) and neat cement punning all rounding the drain etc. all complete as per approved design , drawing and direction of the Engineer in-charge. ( Ref. Deptt. Dwg)
50
-
1963.61
Supply of CIDF pipe Class-B as per I.S. 7181-1986 with latest revisionf or connection of inlet, outlet, overflow and delivery line of OHR as per departmental drawing.
4950.6
-
63
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.
a) 100 mm dia.
1
-
6138
b) 150 mm dia
2
-
9174
c) 250 mm dia
1
-
24420
Providing water thinable 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.
68.83
-
299
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
Construction of Inlet & Overflow Chamber as per drawing cast with RCC wall with Cement Concrete not lenear than 1:1.5:3 with graded 20 mm down Pakur Variety Stone Chips and Reinforcement having wall Thickness 125 mm and complete with 15 mm thick (1:4) with Neat Cement Punning as per direction of EIC.
1
-
10917
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.
100.28
-
98.88
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
Labour for Chipping of concrete surface before taking up Plastering work.
921.55
-
21
(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
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
40
-
10
Supply of CIDF Bell Mouth as per I.S. 1538 1976 with latest revision for connection of inlet, outlet, overflow and delivery line of OHR as per departmental drawing.
148.23
-
61
Supply of CIDF Duck Foot Bend as per I.S. 1538 1976 with latest revision for connection of inlet, outlet, overflow and delivery line of OHR as per departmental drawing.
300
-
61
Gst @ 18% =
20181452.52
-
18
CESS @ 1% =
23814113.97
-
1
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