Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date12 Nov 2022
Closing Date15 Dec 2022
Tender Amount₹ 4,60,46,455
Costs
EMD
₹ 9,20,929Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PHED_421868_3Bid Award Id
ViewTender No
NIeT No. 34/ALD/2022-2023Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://wbphed.gov.in/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
Single brick flat soling of picked jhama bricks including ramming & dressing bed to proper level & filling joints with powdered earth or local sand including cost of sand etc complete as per direction & specification.
103.87
-
324
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.
Pakur Variety
15.58
-
5426.62
Controlled cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering & reinforcement with complete design of concrete as per [ISI : 456 and relevant special publication. Submission of job mix formula after preliminary mix design after testing of concrete cube as per direction of the EIC. consumption of cement will not be less than 300kg of cement with super plasticiser per cum. of controlled conc. but actual consumption will be determined on the basis of preliminary test & job mix formuta. In ground floor and foundation.[Using concrete mixture] M 25 Grade
Pakur Variety
For works in foundation, basement and upto roof of ground floor/upto 4 mtr (Column, Bracing)
69.39
-
6524.49
4 m to 8 m (Add extra over the rate of ground floor for basement and each additional floor above ground floor for
(i) upto 4 th floor Rs. 95)
7.14
-
6619.49
8 m to 12 m (Add extra over the rate of ground floor for basement and each additional floor above ground floor for
(i) upto 4 th floor Rs. 95)
7.14
-
6714.49
12 m to 16m (Add extra over the rate of ground floor for basement and each additional floor above ground floor for (i) upto 4 th floor Rs. 95)
7.14
-
6809.49
16 m to 20 m (Add extra over the rate of ground floor for basement and each additional floor above ground floor for(i) upto 4 th floor Rs. 95)
7.14
-
6904.49
20 m & above (landing, step, roof dome, walk way, platform) (Add extra over the rate of ground floor for basement and each additional floor above ground floor for (i) upto 4 th floor Rs. 95 & (ii) Above 4 th floor Rs. 116)
6.53
-
7020.49
Controled cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering & reinforcement with complete design of concrete as per [ISI : 456 and relevant special publication. Submission of job mix formula after preliminary mix design after testing of concrete cube as per direction of the EIC. consumption of cement will not be less than 320kg of cement with super plasticiser per cum. of controlled conc. but actual consumption will be determined on the basis of preliminary test & job mix formuta. In ground floor and foundation.[Using concrete mixture] M 30 Grade.In heel beam, conical slab, bottom dome, bottom ring beam, walkway, shell wall etc. Pakur Variety
16 m to 20 m (for Heel Beam) (Add extra over the rate of ground floor for basement and each additional floor above ground floor for (i) upto 4 th floor Rs. 95 & (ii) Above 4 th floor Rs. 116)
12.56
-
7074.37
b) 20 mtr. and above (cell wall, floor, top & bottom ring beam & bottom doom, Walk way and lantern etc).(Add extra over the rate of ground floor for basement and each additional floor above ground floor for (i) upto 4 th floor Rs. 95 .& above 4th floor Rs. 116)
38.33
-
7190.37
Hire and labour charges for shuttering with centreing and necy. staging upto 4m. Using approved stout props and thick hard wood planks of approved thickness with required bracing for conc. slabs, beams, columns, lintels curved or straight includg. fitting, fixing and striking out after completion of works.
from foundation to 4m above GL
Above 25 mm and upto 30 mm wooden Shuttering as per
direction of EIC.
481
-
328
Hire & labour chages for shuttering for conc. Work in overhead R.C. Reservoir on separate R.C. frame including fitting, fixing & stricking off after completion of work (From 4m to top of reservoir).
410
-
668
Extra for staging beyond 4 mtr (Mode of measurement area of nsupported horizontal projection, where staging beyond 4 mtr. is practically un-avoidable) staging height to be considered for 4 mtr. above G.L. to mean height of soffit and plan area in between out side of ring beam minus hollow shaft if any and annular ring beam of staging above metial 4Mtr.
1765
-
149
Reinforcement in reinforced conc. work in all sorts of structures includg. dist.bars, stirrups, binders etc., initial straightening and removal of loose rust (if necy.) cutting to requisite length, hooking and bending to correct shapde, placing in proper position and binding with 16 gauge balck annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundn. basement and upto roof of ground floor/upto 4m.
For works in foundation, basement and upto roof of ground floor/upto 4 m. Category A: SAIL/ TATA/RINL
10.11
-
100778.59
Extra for works beyond the roof of ground floor/initial 4 m. to 8 mtr.(Add extra over the rate of ground floor/initial 4 m for each basement floor and each additional floor below/ above ground floor (i) Upto 4 th floor roof in each addl. Floor Rs. 430)
1.84
-
101208.59
8 m to 12 m(Add extra over the rate of ground floor/initial 4 m for each basement floor and each additional floor below/ above ground floor (i) Upto 4 th floor roof in each addl. Floor Rs. 430)
1.84
-
101638.59
12 m to 16m(Add extra over the rate of ground floor/initial
4 m for each basement floor and each additional floor below/ above ground floor (i) Upto 4 th floor roof in each addl. Floor Rs. 430)
1.84
-
102068.59
16 m to 20 m(Add extra over the rate of ground floor/initial
4 m for each basement floor and each additional floor below/ above ground floor (i) Upto 4 th floor roof in each addl. Floor Rs. 430)
3.68
-
102498.59
beyond 20 m(Add extra over the rate of ground floor/initial
4 m for each basement floor and each additional floor below/ above ground floor (i) Upto 4 th floor roof in each addl. Floor Rs. 430 & (ii) Above 4 th floor roof per addl. floor/every 4 m Rs. 500)
9.19
-
102998.59
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.
158.18
-
139
(a) 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
40
-
88
(b) Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer's specification for water proofing layer in
water tank etc.
170
-
257
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.
2.7
-
1681
Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. The quantum should be correted upto three decimals.
Sal:Local
0.05
-
71907
Artificial stone in floor, dado, staircase etc. with cement concrete (4:2:1) with stone chipes laid in panels as directed toping made with ordinary or white cement (as necy.) & marble dust in proportion (2:1) including smooth finishing & rounding off corners including rackng out joints or roughening of conc. surface & including application of cement shlurry before flooring works, using cement @ 1.75 kg/sqm all complete including all materials & labour above heel beam. 3 mm thick toping high polishing grinding on this item is not permitted with ordinary cement.
(a) 25 mm thick. (Reservoir inside floor & wall, walk way floor, cc step, platform landing).
22.52
-
263
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.
From 20mtr. to 24mtr.
410
-
83.83
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
15
-
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 per direction of the EIC
35.5
-
1804
Supplying fitting and fixing in position reinforced cement polymer concrete manhole cover with matching frame as per IS-12592 (MD)
a) Square.
i) 600 mm x 600 mm x 50 kg (approx)
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
Horn gap lighting arrestor complete parts and pin insulators supplying, fitting fixing all complete as per direction of E.I.C.
1
-
2739
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. (Excluding cost of chipping over concrete surface)
With 1:4 cement mortar 15mm thick plaster. From 16m to 20m of reservoir
123.72
-
169
With 1:4 cement mortar 15mm thick plaster.
From 20m and above of reservoir
371.17
-
174
With 1:3 cement mortar 10mm thick plaster
above 20 m & above
209.04
-
151
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured(matt finish)or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly,complete as per manufacturer's specification and as per direction of the EIC. a)One Coat
GL to 4 m
50.61
-
31.4
4m to 8 m
50.61
-
32.11
8 m to 12 m
50.61
-
32.82
12 m to 16m
50.61
-
33.53
16 m to 20 m
67.49
-
31.24
above 20 m
224.95
-
35.06
Protective and Decorative Acrylic exterior emulsion paint of approved quality as per manufacturers specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material , labour, scaffolding, and all other incidental charges but excluding the cost of primer. Two coat. Super protective 100% Acrylic Emalsion.
GL to 4 m
50.61
-
97
4m to 8 m
50.61
-
97.71
8 m to 12 m
50.61
-
98.42
12 m to 16m
50.61
-
99.13
16 m to 20 m
67.49
-
99.84
above 20 m
224.95
-
100.66
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 over 150mm 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 manufactuerers not specified] 150 mm dia inlet/delivery/overflow/washout
2
-
11835
200 mm dia inlet/delivery/overflow/washout
1
-
18636
Supply & delivery at following nominal sizes and classes CIDF sluice valve in terms with IS 14846-2000, inside screw non rising, stern, flanges faced and drilled as per IS 1538- 1993, spindle/ stern with SSAISI410 as per IS 6603-1972, body, bonnet, wedge, stuffing box gland thrust plate, cap inconformity with IS 210-1978, with an amendments order IS specification as stated. (Upadhaya/Kirlosker / kejriwal /IVP/L & T/VAG/M & P) Make class-PN 1.0 with Cap.
150 MM dia
2
-
9174
250 MM dia
1
-
24420
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.
150 MM dia
50
-
91
250 MM dia
25
-
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.
150 MM dia
20
-
112
250 MM dia
10
-
164
Fitting, fixing duckfoot bend including construction of cement concrete (4:2:1) base with stone chips of approved grade & quality & including excavation of earth etc. complete in all respect.
150 mm dia (Base Size 200mm x200mm x 350 mm deep)
4
-
168
250 mm dia (Base Size 250mm x 250mm x400 mm deep)
2
-
367
Hoisting, fitting, fixing of bell mouth with puddle collar in
RCC work complete in all respect as per drawing, specification and direction of EIC.
150 MM dia
2
-
75
250 MM dia
2
-
113
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) for
150 MM dia
20
-
431
250 MM dia
20
-
693
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)
200
-
95
Disinfection & washing the tank and pipe connections including cleaning the inside of the tank etc complete.
1
-
4751
Neat cement punning about 1.5 mm thick in wall, dado,
window, sills, floor, drain etc.Note-cement 0.152 cu.m. per 100 sq.m.
50
-
33
Number plaque of building (plaque size up to 225 mm x 225 mm) made of sand cement plaster (1 : 2) on face of wall or plinth with 50 mm size letters P.W.D and the number of the structure formed thereon (in sunk type) including painting the letters and the number complete as per direction.
50
-
110
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 r.-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.
77
-
309
Supply the following materials for connection of inlet, outlet, overflow and delivery line of OHR asper departmental drawing. A) C.I.D.F. pipe as per I.S. 7181 - 1986 with letest revision.
2407.28
-
95.47
Supply of C.I.D.F. Specials …..Rate approved by SE/NBC-I
3000
-
95.47
Bituminous filer of approved type in excavation joint between the shell wall & roof including finishing the top surface as per ;drawing, specification and direction of EIC
0.2
-
54737
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
Commissioning the R.C.C. over head reservoir by operating of all category of sluice valves , testing of hoisted pipe joints including repairing the leakage(s) if detected , including making inter connections,flange jointing/lead jointing with the newly laid rising main and distribution main
all complete as per direction of the EIC.
1
-
6000
Suppling, fitting and fixing M.S clamps door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete ((1:2:4) as per direction of concrete will be paid separatelt.
(c) 40mm X 6 mm, 125 mm Length
31
-
20
(a) M.S or W.I. Ornamental grill approved design joints continuously welded with M.S W.I Flats and bars of windows railing etc. fitted and fixed with bbnecessary screws and luge in ground floor. (Add extra @1% for each addl. Upto 4th floor and @1.25% for each addl. floor above 4th floor)
Grill weighing above 10 Kg./sq.m and upto 16 Kg./sq. m.
6.2
-
10021
Grill weighing above 16 Kg./sq.mtr and above
7.2
-
9827
Welding in M.S structurral work gas or electric
continuous Weld
172
-
9
Priming one coat on timber or plaster surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
170
-
38
Priming one coat on steel or metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.(This item is applicable to new work or old work when the original surface has been exposed by removal of old paint)
0.2
-
29
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. inclding using of approved putty etc,. on the surface, if necessary :On timber or plastered surface With super gloss (hi-gloss)
Two coat (any shade except white)
1
-
81
On steel or other metal surface: With super gloss (hi-gloss)
Two coat (any shade except white)
1
-
79
A)Earthing with 50mm.dia G.I. pipe3.64mm.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.
20
-
1890
Drilling by Reverse Rotary method of drilling using 9 7/8” dia.bit for pilot bore follwed by subsequently reaming using 12 1/4” dia. ,15 " dia. and 17.5" dia. Rock Roller Bits/ Drag Bits in consolidated, semi consolidated and soft formation up to required depth including casing boring and casing lowering as required including cost of fuels and lubricants etc. as required for drilling.
Rate for Drilling by 17.5 " dia. Bit a) From 6 Mtr. to 150 Mtr.
108
-
796.5
b) From 60 Mtr. to 90 Mtr.
60
-
876.5
c) From 90 Mtr. to 120 Mtr.
60
-
963.9
d) From 120 Mtr. to 150 Mtr.
48
-
1060.2
Electro-logging charge.
2
-
15715
Supply and delivery of Washed gravels size ranging from 1.80 mm to 4.74 mm. conforming to IS 4097 : 1967.
50
-
3810
Site Preparation, Temporary Latrine, Placement & levelling of Rig Machine, Mast hoisting and Casing drilling (Upto 6 mtr.) Placement of Casing with all allied works necessary to commence drilling woks and wind up of all machineries after completion of Drilling.
2
-
64146
Transportation cost of drilling equipment and accessories rig machine etc. including cost of fuel,Lubricant & loading unloading the materials from store/stack yard /suppliers godown and unloading /stacking the same at site. (Upto 60.0 km distance)
2
-
59786
Lowering the tube well assembly (UPVC Casing pipe ,well pipe, strainer along with UPVC accessories) vertically in a position with proper lowering arrangement by applying necessary jointing compound including labour cost for subsequent gravel packing and machine operation cost etc
2
-
26571
Cost of Consumables for drilling rigs and machineries.
2
-
22077
Supply and delivery of UPVC pipe (CD) conforming to IS 12818:2010. (CIPET Certified) a) 250 mm dia.
60
-
3325
Supply and delivery of UPVC pipe (CD) conforming to IS 12818:2010. (CIPET Certified) a) 200 mm dia.
182
-
2173
Supply and delivery of UPVC Deep Well Screen (RDS) Pipes with Ribs conforming to IS 12818:2010 .(CIPET Certified) a) 200 mm dia.
52
-
3280
Supply and delivery of UPVC Reducer
a) 250mm x 200 mm dia.
2
-
1415
Supply and delivery of UPVC Cap a) 200 mm dia.
2
-
767
b) 250 mm dia.
2
-
975
Supply and delivery of M.S. Housing clamp 250 mm dia.
2
-
3252
Supply and delivery of M.S .Centre guide (Special Type)
12
-
950
Development (Min. 8 Hr. continuous) of tube well by using suitable air compressor (Min. Capacity: 600CFM & operating Pressure 14 Bar) followed by yield testing with BHT pump (Head :45 to 50mtr.,Discharge :1100 to 1000 LPM and 25 BHP engine) all complete including To & Fro Transportation cost and Cost of fuels, lubricants & Labour etc.
2
-
56908
Water sample collection and chemical test including Arsenic Test.
2
-
2425
Protective sealing the annular space between tube well pipes & the bore by bentonite clay balls/cement slurry above the shrouded gravels (3 m. Height).
2
-
5500
Packing the annular space between the outsides of the housing pipe & the Bore with puddle clay balls of approved size as per direction of E.I.C. Including cost of all materials, labour complete.
10
-
421
Supply and delivery of Bentonite Powder conforming to IS 6186 :1986.
4
-
13963
Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete
2
-
916
Supplying, laying, fiting, fixing and jointing of UPVC pipes conforming to IS:4985-2000 with latest revision and amendments, if any, with necessary UPVC/CI specials, CIDF sluice valves, as per relevant I.S. specification including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder ,road sub-grade and its flanks but excluding moorum and laterite or sand stonehard arock including cutting of brick payment without damaging the existing telephone/electrical cable line etc.(in case of damage of any type of cable line during excavation, necessary damaged charges as applicable by the respaective authority will be borne by the agency in his own cost. Loading, unloading, carrying of pipes, specials, valves from the local store to work site and lowering laying of pipes specials valves carefully in trenches maintaining proper levels and alignment ,jointing the pipe and specials including supplying of good quality/approved brand solvent cement (as per IS:14182-1994 including cost of all fabricated PVC fitting i.e. tees,bend, reducers, adopter etc.as per IS:101-1988 and making flange joints including supplying required quantity of nuts, bolts and rubber insertion (CIDF sluice valves will be supplied by the department free of cost) as required at site by adopting suitable method so as to facilate the maintenance of pipe line locally as per conventional method including back filling the trenches with good earth obtained from excavation of trenches including consolidation with watering in layer not exceeding 150mm thk. with maintaining an average depth of cushion of 1.10mtr. 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) Manufacturer’s 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 EIC 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 recommendated vendor list. vi)Submission of drawing of pipe line with statement of materials consumed between node to node points against each R.A. & final bill.if so. vii) Any deviation from required clear cover of 1.10mtr.due to site adverse condition, prior permission is to be obtained from EIC and payment for such work will be made on prorate basis over the rate of entire item. viii)All pipe connection shall be completed in all respect and as per directionof EIC. Decision of EIC in this respect is final & binding. In case of any deviation/or any left out pipe connections 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.
90 mm (OD)
28889
-
342
110 mm (OD)
2328
-
471
125 mm (OD)
2456
-
643
140 mm (OD)
561
-
785
160 mm (OD)
1717
-
974
180 mm (OD)
1075
-
1250
200 mm (OD)
598
-
1544
225mm (OD)
896
-
1924
250 mm (OD)
1789
-
2248
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 8 KM 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.
a)100 mm dia.
267
-
72
b)150 mm dia.
551
-
112
c) 200 mm dia.
32
-
136
d) 250 mm dia.
814
-
164
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).
Cleaning thoroughly the inner surface of pipe line A) For CI/DI pipe
100 mm
267
-
3.33
150 mm
551
-
4.2
200 mm
32
-
5.61
250 mm
814
-
6.66
B) For UPVC/HDPE Pipe
90mm dia (OD)
28889
-
3.6
110 mm (OD)
2328
-
3.78
125 mm (OD)
2456
-
3.82
140 mm (OD)
561
-
4.24
160 mm (OD)
1717
-
4.78
180 mm (OD)
1075
-
5.17
200 mm (OD)
598
-
5.64
225 mm (OD)
896
-
6.44
250 mm (OD)
1789
-
6.79
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).
A) For CI/DI pipe
100 mm
267
-
0.94
150 mm
551
-
1.54
200 mm
32
-
2.38
250 mm
814
-
3.47
B) For UPVC/HDPE Pipe
90mm dia (OD)
28889
-
0.88
110 mm (OD)
2328
-
1.08
125 mm (OD)
2456
-
1.24
140 mm (OD)
561
-
1.44
160 mm (OD)
1717
-
1.73
180 mm (OD)
1075
-
2.05
200 mm (OD)
598
-
2.42
225 mm (OD)
896
-
2.93
250 mm (OD)
1789
-
3.5
Construction of different dia Sluicevalve/Airvalve/Washoutchamberin 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 ration of valve all complete in cluding cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified].
80 TO 150 MM DIA
12
-
11835
200 MM DIA
4
-
14997
250 mm to350 mm dia pipe
2
-
18636
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 equipmen tstools andtackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)
100 mm dia
49
-
20
150mm dia.
100
-
38
200 MM DIA
6
-
51
250 MM DIA
148
-
64
Supply at site/local store CIDF & CISS Pipes &specials as per relvant I.S. specification with latestamendments including cost of loading, carrying,unloading, stacking properly and sales tax & all othercharges etc. complete as per direction of E.I.C. (Mode ofmeasurement will be on book weight)
5000
-
95.47
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.
41973
-
0.38
Providing FHTC from the existing/DI/UPVC/GI/AC distribution pipe line by installing 10mm NB Gun-metal Ferrule conforming to IS 2692: 1989 on the said pipeline with supply ,fitting & fixing of all other accessories line saddle piece of required size to fit the existing distribution pipeline ,specials, nut& bolts, rubber sheet, washers etc. And supply & laying of 15 mm NB PVC schedule 80)/20 mm OD HDPE (PE100,PN16) pipe (average 15 m length) with all necessary specials 1.0 metre below the ground connecting the ferule 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 15mm dia alloy iron Bib Cock (tested to 21 Kg/cm2 ) above 1.0 Mtr. From ground , an alow Stop Cock of 15 mm dia . with brass spindle (tested to 21 Kg/cm2) to be fitted in a position as directed by EIC GI pipe (Medium duly) 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.
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 10mm NB gun-metal Ferrule.
3. Payment of supply & laying of 15 mm NB PVC (schedule 80)/20mm 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 this item is Rs. 117/- per metre) Above 10m & upto 20m.
a) Upto 10 m length
330
-
1874
b) Above 10 m upto 20 m length
1330
-
3044
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.
170
-
119.27
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)With earth obtained from excavation of foundation.
27
-
77.54
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
28.52
-
324
Cement concrete with 30 mm down graded shigles excluding shuttering. in ground floor.
6:3:1 proportion
27
-
3393
Ordinary Cement concrete M-15 (Mix 1:1.5:3) with graded stone chips(20 mm.down) excluding shuttering and reinforcement, if any, in ground floor as per IS 456 - 2000.
River Bazrees
90
-
4495.27
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, 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 inter-section, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of Ground Floor / 4m.
Other than SAIL/ TATA/RINL
8.55
-
87606.9
Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor) i) 25 mm. to 30 mm. thick wooden shuttering as per direction of EIC.
720
-
328
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary (ground floor)
i) With 1:4 cement mortar
10 mm thick plaster
700
-
123.38
ii) With 1:6 cement mortar
15 mm thick plaster
300
-
138.46
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
60
-
32.66
Supply of G.I. pipes of approved make including necessary sockets.
i) 150 mm dia (Medium quality)
9.2
-
1295
Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.Sclamps. (The quantum should be correted upto three decimals). Sal Siliguri
0.42
-
81936
(a) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
6
-
38
(b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
40
-
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 :
(a) On timber or plastered surface :
Two Coats (with any shade except white)
6
-
81
(b) On Steel or other metal surface
Two Coats (with any shade except white)
40
-
79
Applying 2 coats of bonding agent with synthetic multi function al rubber emulsion having adhesive and water proofing proper ties by mixing with water in proportion (1 bonding agent :4 water :6 cement) as per Manufacturer's specification [Cement tobe supplied by the Department]
56.25
-
88
Brick work with1st class bricks in cement mortar (1:6)
In superstructior ground floor
2.8
-
5119
125 mm. thick brick work with1st class bricks in cement mortar (4:1) in ground floor
64
-
666
Supplying fitting approved type ventilator in position after cutting holes in walls setting in cement mortar mending damages to wall and plaster and two coats of paint of approved brands and shade. Payment of mending two damages of wall & plaster and painting to be made separately.
R.C.C ventilator of 20 mm. thick
Upto 0.10 sq.m. area
16
-
108
Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc.by cement concrete (1:2:4) as per direction.(Cost of concrete will be paid separately)
40mm X 6mm, 250mm Lengt
56
-
29
Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (In case of non-supply of single plank, penal rate of reduction of 20% will be made)
35 mm thick shutters with 19mm thick panel of size 30to 45 Cm. Sishu,Gamar,Champ,Badam,Bhola, Mogra, Hallak.
10.8
-
2789
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.
(i) 100 mm X 58 mm X 1.9 mm
24
-
47
(ii) 75 mm X 47 mm X 1.70 mm
32
-
31
Iron Socket bolt of approved quality fitted & fixed complete.
a) 100 mm long X 10 mm dia bolt
8
-
40
b) 75 mm long X 10 mm dia bolt
16
-
34
Iron catch hook of approved quality fitted & fixed to shutter & chowkat
a) 6mm X 100mm long.
16
-
36
Iron hasp bolt of approved quality fitted & fixed comlete (Oxidized) with 16mm dia rod with centre bolt and round fitting. a) 300mm long
2
-
166
Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification
With continuous plate base (Hexagonal / Round rod)
100 mm grip x 10 mm dia rod.
32
-
69
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.
500
-
31.4
Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) :
(Two coats)
140
-
62
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.(b) premium 100% acrylic emulsion
460
-
84
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.
(ii) Grill weighing above 16 Kg./sq.mtr and above
4.6
-
9827
Supplying, fitting and fixing PVC pipes of approved makeof (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). 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)
For Exposed works
i) 15 mm dia
42
-
101
ii) 25 mm dia
24
-
177
Labour for fitting and fixing G.I. pipes above ground (exposed) in structures with holder bat clamps including cost of jointing materials, holder bat clamps etc.,as necessary, including cutting pipe, making threads etc. complete in all respect with two coats of painting with approved paint any height. (Payment will be made on the centre line measurement of the total pipeline including specials. Payment of painting will be paid seperately)
i) 150 mm dia
5.6
-
127
Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only)
i) 20 mm dia
4
-
604
Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm
i) 15 mm dia
4
-
169
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer
i) 500 ltr. Capacity
2
-
2584
Labour for hoisting plastic water storage tank.
Upto 1500 lt. capacity
upto 1st story from GL
2
-
96
Labour for punching hole in plastic water storage tank upto 50 mm dia
8
-
19
Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc.
2
-
1015
Wash basin vitreous china of approved make (without fittings) supplied,fitted and fixed in position on 75mm X 75 mm X 75 mm wood blocks and C.I. brackets including two coats of painting of C.I. brackets.
450 mm X 300 mm size
2
-
1155
Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding 'P' or 'S' trap (excluding cost of concrete for fixing).
580 mm X 440 mm
2
-
1613
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992
Single Socketed 1.8 Meter Length
110 mm dia
10.8
-
293
Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge. (Payment will be made on centre line measurement of the total pipeline including specials.
(A)Above ground
110 mm dia
7.2
-
57
Supplying of UPVC pipes & fittings conferming to IS 13592-1992
a) Fittings:- Vent Coul
110 mm
2
-
33
b) Door bend
110 mm
2
-
284
Construction of Septic tank of different capacities as per approved drawing awith 1st class brick work in cement mortar (4:1) including two 560 mm. dia. R.C.C. manhole cover of approved make supplied , fitted and fixed in the top slab with necessary fittings, 19 mm. thick cement plaster (4:1) with neat cement finish tot he internal surfaces and 12 mm. thick cement plaster (4:1) to outside wall upto 200 mm. below G.L. floor finished with 25 mm. thick grey artificial stone including supplying, fitting and fixing all necessary specials, fittings, S.W. tees, C.I. foot rest etc. including excavating earth in all sorts of soil, shoring, bailing and pumping out water as necessary, ramming,dressing the bed and refilling the sides of the tank with earth,removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes,joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 5% by weight of cement , complete in all respect as per direction of E-in C. Other that SAIL/TATA/RINL
(i) For 10 users With Bazree(N.B Varity
2
-
33301
Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (6:1) band all round and cement brick work (6:1) upto 0.90 metre from top with 19 mm thick cement plastering (4:1) to inside face upto the depth of cement brick work, 12 mm thick cement plaster (4:1) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (4:1) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of designed thickness with cement concrete (4:2:1) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials.
(a) With 250 mm thick dry brick work and 250 mm thick cement brick work (6:1) and 1.00 m.inside dia.Other that SAIL/TATA/RINL
2
-
15535
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
Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed
soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge.
a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn) (i) Depth 0m to 10m
30
-
340
(ii) Depth greater than 10m and upto 20m
15
-
400
iii) Collection of Samples from the bore hole made as per B-a
(a)Undisturbed
6
-
350
(b) Disturbed
6
-
120
vi) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
(i)0.0m - 10.0m
24
-
350
(ii)10.0m-20.0m
3
-
460
A. Laboratory Investigation: i) Liquid Limit as per IS 2720 (Part – V).
12
-
350
ii) Plastic Limit as per IS 2720 (Part – V)
12
-
350
iii) Grain size analysis by Sieving as per IS 2720
(Part – IV)
12
-
530
iv) Grain size analysis by Hydrometer Method as
per IS 2720 (Part – IV).
12
-
690
v) Determination of Water Content as per IS
2720 (Part – II)
12
-
140
vi) Determination of Specific Gravity as per IS
2720 (Part – III).
6
-
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
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
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
GST @18%
1
-
6954490.62
CESS @1%
1
-
455905.5
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