Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date28 Oct 2024
Closing Soon29 Nov 2024
Tender Amount₹ 14,54,818
Costs
EMD
₹ 30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Repairing And Maintenance Of Pipe Line Pump House With Redrilling Of Tube Well Including Necessary Supply At Barhatti Mdtw (m/26/m) Scheme At Bharatpur-ii Block Under Kandi (a-i) Sub-division Within Berhampore-ii (a-i) Division
Description
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Contact
Tender Id
2024_WRDD_765342_2Tender No
WRDD/EE/(A-I)/Ber-II/ eNIT- 12 of 2024-25Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://wbwridd.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Beyond 60 metres and upto 90mt
30
1065
31965.9
Labour charges for lowering of ERW pipes,strainers, blank pipe etc. and fitting , fixing and jointingof tube well assembly at site by the welding in a manner as will be specifed by the Engineer-In-Charge.
-
-
-
150 mm NB Bottom Plug
3
145
435.63
150 mm NB Ribbed pipe
30
145
4356.3
250 mm NB Housing pipe
42
297
12475.26
150 mm NB Blank pipe
12
145
1742.52
Supplying, fitting, fixing the following fittings of PVC-U conforming to IS:12818 & lowering in position etc. as directed by the Engineer-in-Charge.
-
-
-
M.S. Centre guide (consisting of 3 nos., not less than 450 mm long and 125 mm rise of arch) of approved quality with two nos. MS clamps suitable for PVC-U pipes.
10
235
2357.4
150 mm DN PVC-U end cap.
1
273
273.46
250 mm DN PVC-U top cap.
1
532
532.77
Supply of gravel for use as peak in tubewell of 2 mm to 4 mm. size (as per IS:4097) for gravel treatment of tubewell including screening, washing, cleaning etc. of the gravels at the site, all complete as per direction of the Engineer-in-charge.ii) For site at any district of West Bengal upto 120 km distance from quarry.
20
3411
68230
Development of tubewell in accordance with IS: 2800 (part 1)and IS: 11189 to establish maximum rate of usable water yieldwithout sand conent beyond permissible limit with requiredcapacity of compressor ( about 200 psi, 375 cfm Aircompressor,actual psi and cfm depend on tube well headconditions), running the compressor for required time till well isfully developed and followed by development of tube well byover puming with 15% to 25% higher discharge than expecteddischarge of tube well capacity Vertical Trubine pump andcarrying out step-drawdown test, yield test, verticality test etc as per prescribed method all complete including hire & labourcharges of compressor, tools & accessories etc. all as perrequirement and direction of Engineer -In - Charge. i) Depth up to 120 mtr.
1
30167
30167
Mobilization chages for transporting up site including loading unloading of all plants machineries and equipments required for drilling development and testing of Tube Wells and also cost of construction temporary roads over field and /or cuverts, repairing existing roads over and/ or culverts, repairing existing roads over and / or culverts all complete carrying materials on head carts or boats as the case may be:- For sites with in 4km from all weather metal road.
1
7625
7625.64
Electrologging of bore hole of different dia tubewell for locating water bearing strata and saline aquifer, if any, after conducting relevant geographical tests. All test reports, compiled data and raw data sheets should be submitted to the Engineer-in-Charge ( Cost is inclusive of all charges for equipments, labour, data aquisitioon & compilation of data sheets as per direction of the Engineer-in-Charge
1
8015
8015.08
Pump House & Pipe line work: Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone) including removing, spreading or stacking the spoils, as directed & including trimming the sides of trenches, leveling, dressing & ramming the bottoms bailing or pumping out of water etc. as required complete.a) Depth of excavation not exceeding 1.5 meter.Lead upto 75 meter.
9.28
119
1106.83
Earthwork in excavation of field trenches as per designed sections & alignment for laying of pipelines (PVC,RCC,ACP etc.) upto a depth of 1500 mm in all sorts of soil including removing, spreading or stacking the spoils, as directed & including trimming the sides of trenches, leveling, dressing & ramming the bottom as required complete
748.75
99
74133.74
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
4.34
599
2602.31
Earthwork in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm including watering & ramming etc. layer by layer complete a) With earth obtained from excavation of foundation
1.86
77
144.22
Earthwork in filling in trenches after laying pipelines (PVC,RCC,ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225mm including watering & ramming etc. layer by layer complete (payment will be made on the basis of measurement of finished quantity of work).
735.23
66
48532.53
Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
1.23
447
549.81
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m
0.95
939
892.05
Striping of wornout plaster and raking out joint of walls ,celling, etc upto any height and in any floor including removing rubbish and stacking as directed.
99.34
19
1887.46
Single brick flat soling of picked jhama bricks including ramming & dressing bed to proper level and filling joints with powered earth or local sand.
40.1
326
13072.6
Ordinary Cement concrete(1:2:4) with graded stone chips (20mm nominal size) excluding shuttering & reinforcement if any, in ground floor as per relevant IS code a) Pakur Variety .
4.36
5789
25242.39
Cement concrete in foundation, floor and all sorts of RCC works with approved graded stone chips (20mm size) excluding shuttering & reinforcement if any, in ground floor . (a) 1:1.5:3 proportion
0.08
6332
506.57
Reinforcement for reinforced concrete work in all sorts of structure including distribution bar, stirrups, binders etc. including supply of rods, lintels, straightening of bend bars excluding coil bars & removalof loose rust (if necessary) cutting to requisite length, hooking bending to correct shape placing in proper position & binding with 1.626mm (16 SWG) black annealed wire at every enter sectioncomplete as per drawing & direction including cost of wire upto 1st floor level.ii) For Tor steel.@ 1.2% steel will be required of cement concrete. a) JSW/JSPL/SHYAM/SRMB
0.01
54400
331.84
Brick work with 1st class bricks in cement
mortar (1:6)
-
-
-
a) In foundation & plinth.
6.74
4928
33214.72
b ) In superstructure
0.5
5151
2575.5
125 mm. thick brick work with 1st class
bricks in cement mortar (1:4).
10.8
677
7311.6
Laying of UPVC pipes of different diameters within field trenches in curve/ straightline using UPVC fittings. Viz. Horizontal and vertical Bends, Riser pipes. Tee, Reducer etc and making leak-proof joints with coupler after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied departmentally) all complete as per direction of Engineer in charge
-
-
-
(i) 110 mm dia
900
8
7848
(ii) 140 mm dia
150
10
1521
Labour charges for fitting. fixing M.S. Special bend with 160 mm X 200 mm. dia. P.V.C. reducer with the help of flanged tail-piece by joining P.V.C. end of tail-piece and 160 mm. end of reducer with coupler and flanged end of tail-piece and special bend with rubber insertion, nuts and bolts complete.
2
112
224.42
Labour charges for fitting, fixing 110 mm dia Flap valve with 110 mm dia class" UPVC riser pipe I with 100 mm dia. AC presure pipe with the help of FTP (flanged tail piece) by joining the PVC/ACP end of the tail piece and riser pipe with coupler and flanged end of tail piece and Flap valve with rubber insertion, nuts and bolts etc. complete. (Rate inclusive of transportation from departmental store to work site)
9
108
975.96
Labour charges for fitting, fixing150 mm. Dia. Alfa-AIfa valve with 160mm. dia. P.V.C. riser pipe with the help of flanged P.V.C. tail-piece by joining the P.V.C. End of Tail-piece and riser pipe with coupler and flanged end of Tail-piece and Alfa-Alfa valve with rubber insertion, nuts and bolts etc. complete.
9
112
1009.89
Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge.
-
-
-
150 mm. dia. ERW pipe.
9
134
1213.56
100 mm dia. NB ERW/MS Pipes
1
82
82.51
150mm. dia. C.I. sluice valve.
3
54
164.07
Testing of pipe line system against leakage by filling the distribution chamber with water and supplying water through end pipe line network for atleast 4 (four) hours including hiring and transport of suitable generator, pump, tools and plants, fuel and lubricantsinstallation of the pump connection the same with pipe line network.
1
3740
3740.68
Cement concrete (1:1.5:3) with graded stone chips 5.6 mm size with hexagonal square mesh wire netting, I.R.C. fabric mesh or X.P. M. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and cleaning the reinforcement and disturbed concrete with wire brush etc. after applying a coat of cement including the cost of wire netting I.R.C or X. P. M. & cost of all handling and scaffolding complete as per direction of Engineer-in -charge.
i) 20 mm thick
12.62
484
6108.08
Grey artificial stone in floor, dado,staircase etc. with cement concrete 1:2:4 laid in panels as directed with 3.25 mm. neat cement finishing at top and including rounding off corners.(i) with graded stone chips. (a) 25 mm. thick artifical stone.
12.6
264
3326.4
Plaster (to wall, floor, ceiling etc.) with sand cement mortar including rounding off or chamfering corners as directed & raking out joint or roughing of concrete surface including throating, nosing 7 drip course as necessary at ground floor.
-
-
-
With (1:6) cement mortar 20mm thick plaster
61.37
163
10003.31
With (1:6) cement mortar 15mm thick plaster
154.73
142
21971.66
With (1:4) cement morter 10 mm th. Plaster
18.66
127
2369.82
Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
127.53
34
4336.02
Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification In G.L. ( two coats)
103.7
49
5081.3
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
10.3
29
298.7
Painting with best quality synthetic enamel paint of approved make & 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
10.3
79
813.7
M.S. or W.I. ornamental grill of approved design joints continuously welded with M.S,W.I. flats, bar for windows, railings etc. fitted and fixed with necessary screws and lugs in ground floor . Grill weighing above 16 Kg./sq.mtr
137.16
96
13299.03
Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.
4.57
1304
5959.28
Installation/ Errection of surge tank/ Shore manifold (to be supplied from departmet free of cost) over arigid bas of cement concrete (1:2:4) with stonechips 20 mm down of 1250mmx 1250mmx150 mm over asingle layer of brick flat soling and embedding the legs of the surge tank/ shore manifold within the concrete base including cost of all materials and labour and as per direction of Enginer-in-Charge.
1
2263
2263.08
Dismantling the existing G.I.lM.S. Delivery Pipe line connection between the existing D.C.lSurge Tank!Tripod Set & Tube Well assembly viz Sluice valve, Bend, Surge Tank/Distribution Chamber !Tripod Set Connection pipe etc.and disconnection of delivery side viz. Special bend etc. all complete as per directionof the E.!'C. and stacking all serviceable materials at site.
1
752
752.47
Supplying, fitting and fixing including transportation of sign board for identifying the exact location of MINI RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm x 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding LS 3,677.51 and writting of both sides of Sign board. Base - Yellow, and words - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flatsoling. This will include one materials and labour complete as per drawing and direction of E.I.C
1
3677
3677.51
Electrical Wiring: Earthing with 50 mm ( 2” ) dia. G I pipe 3.64 mm thick X 3.04 mtrs. ( 10 ft. ) long and 1x 4 SWG G.I. (Hot Dip) wire ( 4 mtrs. long) 13 mm dia x 80mm. long G.I. bolts double nuts and double washers including supplying and fitting 15 mm. dia. G.I. pipe protection ( 1 mtr. long ) to be filled with bitumen , partly under the ground level and partly above the ground level driven to an average depth of 3.65 m below the ground level and restoring the surface duly. a) By ISI -Medium G.I. Pipe
2
1369
2738
Installation of submercible electro motor pumping set of following capacity by using necessary requisite tools and plants by lowering the same within the tubewell housing pipe upto the following depth as per direction by fitting , fixing column pipes and other accessories , fixtures with necessary nuts , bolts , and washers and suspending the entire assembly of pump set vertically by fixing the same supported by MS clamps over the top of housing pipe , binding the motor cable with each column pipes and drawing cable upto pump controller /starter point including opening out of the top cap of housing pipe of the tube well and testing of motor both in loading as well as in unloaded condition before and after installation of the same
( a) 100/150/200 cubic meter per hour capacity electro motor pumping set.
(ii) Length of pump assembly not exceeding 18 meter length
1
1277
1277.7
Jointing water proof cable with the leads of the motor including soldering with requisite water proof insulation and proper jointing compound /valcanized rubber tape so that prope water proof insulation is assured.
2
150
300
Drawing submersible cable of motor and pump through 40 mm dia. Standard PVC pipe for HDTW / DTW ( newly drilled to starter making necessary connection and also drawing 8 SWG G.I wire for earthing attachment existing pump house including cost of cutting / laying the pipe below ground level of avg. 1 meter depth. ( Cable Departmental supply )
16
82
1320
Supplying, fitting & fixing of M.S. plate of size 40 cm x 40 cm, thickness 6 mm, consisting of two equal halves (40cm x 20 cm), placed over Housing Pipe of HDTW/ MDTW to rest the supporting clamps, with semi circular hole of 170 mm dia. at centre including locking arrangement between the two halves on both sides, including fitting, fixing of 40 mm dia. G.I. bend by making a hole on plate for passing submersible cable smoothly and complete in all respect.
1
897
897.69
Supplying and fixing earth bushbar of galvanized (Hot Dip) M.S. flat 5 mm x 6 mm on wall having clearance of 6 mm from wall including providing lled holes on the bushbar complete with G.I. bolts , nuts , washers , spacing insulators etc. as required for tapping
0.3
156
46.8
Connecting the equipments to earth bushbar including supplying and fixing G.I (Hot Dip) wire of size as below on wall / floor with staples buried inside wall / floor as required and making connection to equipment with bolts , nuts , washers , cable lugs etc. as required and mending good all damages (i) Solid G.I. wire (iii) No. 8 SWG
10
9
90
Fitting & fixing of Pump Controller (12.5 HP to 25 HP capacity) of size 950 mm x1000 mm x 450 mm over iron legs (600 mm height) on floor with 150 mm thick Cement Concrete (4:2:1) block and making necessary connection with the electrical cables as per direction of the E.I.C.
1
523
523.34
Supplying and fitting , fixing of E.I. Danger board ( 20 cm x 30 cm ) on wall of pump house as per direction of EIC
2
85
170
Meter loop connection with 1.1 K.v. Gr. 3% core 14 core 10 Sqmm to 50 Sq mm.p.v.C.! XLPE insulated & sheathed and armoured Aluminium/Copper Cable from Meter to incomming TPN Main Switch 1 Terminal. (Brand: Gloster/Havells/Finolex)
b) For 25sqmm 3.5 Alluminium cable
3
330
990.09
Wiring in 1.1 KV grade 2x 36 / 0.3 ( 2.5 sq mm ) + 1x 22 / 0.30 ( 1.5 sq mm ) single core stranded ‘ FR ’ PVC insulated and unsheathed copper wire ( approved make ) in suitable size PVC casing capping ( precision make ) including necessary PVC clips , fittings etc. from main switch to meter and join box.
3
102
306
Distribution wiring in 1.1 KV grade 2 x 22 / 0.30 ( 1.5 sq. mm ) single core stranded ‘ FR ’ PVC insulated and unsheathed copper wire ( approved make ) suitable size PVC casing capping ( precision make ) with 1 x 22 / 0.30 ( 1.5 sq mm ) single core stranded ‘FR ’ PVC insulated and unsheathed copper wire for ECC including necessary PVC clips ,fittings etc. to light / fan / call bell point with piano key type switch ( Anchor make ) fixed on sheet metal fabricated switch board with Perspex / bakelite top cover on wall including necessary connection and making earthing attachment and mending good damages to building works ( PVC casing capping and switch board both on surface ) Average run 5 meter.
2
577
1154
Distribution wiring in 1.1 KV grade 2 x 22 / 0.30 ( 1.5 sq. mm ) single core stranded ‘ FR ’ PVC insulated and unsheathed copper wire ( approved make ) suitable size PVC casing capping ( precision make ) with 1 x 22 / 0.30 ( 1.5 sq mm ) single core stranded ‘FR ’ PVC insulated and unsheathed copper wire for ECC including necessary PVC clips ,fittings etc. to light / fan / call bell point with piano key type switch ( Anchor make ) fixed on sheet metal fabricated switch board with Perspex / bakelite top cover on wall including necessary connection and making earthing attachment and mending good damages to building works ( PVC casing capping and switch board both on surface ) On board
1
67
67
Supplying ,Fitting and fixing bulk head light fitting (Havels make ) with die cast aluminium housing & frosted glass on wall/ceiling including supplying and fitting 8 watt CFL / 100 WattGLS Lamp completecomplete set
2
579
1158
Supply and fixing of 230 / 250 volts grade clear lamps 100 watts ( Philips )
1
18
18
Supplying and fitting and fixing sheet metal ( 16 SWG ) panel box on iron frame on wall including earthing attachment and painting as required with hinged front door ( Dimension of box:- 500 mm x 150 mm ) suitable for 450 v , 63 Amp. Equipmen
1
2399
2399
Supplying and fitting , fixing bakelie Kit Kat 16 Amps. Switch.
3
32
96
Supply of 150 mm heavy duty clamp in two halves made of MS flat for holding 150 mm NB column pipe , thickness of the clamp 12 mm width of the clamp 150 mm , extended length of arm 200 mm , space between row 75 mm , equally spaced from the centre line of the arm , dia of bolt 16 mm . The gap between the arms of clamp and pipe assembly before tightening should be between 6 mm to 10 mm . Two rows of bolts of 2 nos. in each row of 16 mm size shall be provided on either side of the clamp , in other words there will be fall together 4 rows of bolts with the provision of 8 nos. of bolts with nuts and with springs and flat washers
1
1578
1578
Fitting , fixing of 150 mm dia 90 MS short bend both end flanged
1
49
49.03
Labour charges for fitting fixing and laying where necessary of following M.S/G.I/E.R.W pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak proof threaded/ flanged joint at site, by using socket / rubber insertion, nuts & bolts etc. maintaining proper alignment and level-all complete as per direction of E.I.C.
150mm dia E.R.W pipe
15
134
2022.6
Supplying, fitting & fixing G.I. pipe of TATA make with all neceaary acessories specials, viz. socket bend, tee union, cross elbow, nipple, longscrew, reducing socket, reducing tee, short piece etc, fitted with holder bats clamps, including cutting pipes , making threads, lifting, 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. No seperate payment will be made for accessories, specials) 32 mm dia medium quality.
13
355
4615
Transportation of submersible electromotor pumping set along with other accessories and equipments including bend , sluice valve , column pipes , etc. from S/D store to worksite including loading at the lifting point and unloading at the delivery point including necessary headloadupto 100 m. at both end .
a) distanceupto 50 kms. i) 100/150/200 cubic meter per hour capacity electro motor pumping set with column pipes and accessories etc. ( full set)
1
2945
2945.78
SUPPLY WORK: Supply and Delivery of uPVC Medium well Casing (CM) pipes ISI marked- IS 12818
-
-
-
150 mm dia 7.5 mm thick Screen Ribbed (Medium)
30
1819
54570
150 mm dia 7.5 mm thick (Medium)
15
1124
16860
250 mm dia 12.5 mm thick CM
42
3370
141540
250 x 150 Socket (CD)
1
5400
5400
Galv. M.S. Column pipe, ISI marked - 1239, Galv- IS 4736 :
-
-
-
Supply & delivery of 125 mm (NB) Galvanized M.S. Column pipe 3 mtr. Long (BOTTOM) as Per ISI marked-1239, Galv- IS 4736
1
10355
10355
Supply and delivery of 125 mm (NB) Galvanized M.S. Column pipe 3 mtr. Long (TOP) as Per ISI marked-1239, Galv- IS 4736
1
11434
11434
Supply and delivery of 1125 mm (NB) Galvanized M.S. Column pipe 3 mtr. Long (MIDDLE) as Per ISI marked-1239, Galv- IS 4736
7
10682
74774
Submersible Pump Sets, ISI marked-as per IS 8034 for pump and IS : 9283 for motor (read with latest smendment for all IS) d) (100-60 cum/hr, 30-42 m) (15HP ) with 125mm outlet (250 mm )
1
86731
86731
3 Core 2.5 sqmm Flat water Proof Copper PVC insulated heavy cable as per IS Specification.
100
239
23900
15 HP 3Ø Electromagnetic Star-Delta motor controller with 4 pole heavy dyty power contractor, single phasing preventer and normal protective features, MCB, indicators, push buttons, Ammeter & Voltmeter, all in IP54 enclosure of min 16swg. CR sheet steel, 10 tank process powder coat painted and as per technical specification.
1
19656
19656
Supply and delivery of 150 mm dia C.I. Sluice valve with hand wheel, ISI marked, IS: 14846
3
9950
29850
Supply and delivery of 100 mm (Type-D) Alfa Alfa Valve(nipple type) with hand wheel 01 no. for 04 nos. valve(As per approved. Existing drawing)
9
3300
29700
Supplying of UPVC pipes IS: 4985/2000 certification marked with latest amendments lvorycoloured end plane, along with one matching coupler / socket (class-II ) duly IS: 10124/ 1988 marked and required solvent cement duly IS: 14182/1994 marked for each pipe. Length of eatch straight pipes 6 meters with tolerance (+) 10 mm upto the destination point inclusive of all charges.
-
-
-
140 mm dia (class-I)
150
293
43950
110 mm dia (class-I)
900
186
167400
110 mm dia (class-II)
12
284
3408
Supplying of UPVC coupler IS: 10124 ( part I&II) / 1988 withlatest amendments upto the destination point inclusive of all charges.
-
-
-
140 mm dia ( class-II)
10
130
1300
110 mm dia (class-II)
30
67
2010
Supplying of UPVC equal Tee ( Class-II) IS:10124 (part-5)/ 1988 with latest amendments upto the destination point inclusive of all charges.
-
-
-
140 mm Tee
5
712
3560
110 mm Tee
9
347
3123
110 mm dia flanged tail piece
9
310
2790
Supplying of UPVC bend (class-II) IS: 10124 (part-8) / 1988 with latest amentsupto the destination point inclusive of all charges.
-
-
-
140 mm dia 900 bend
3
647
1941
110 mm dia 900 bend
12
378
4536
110 mm dia 600 bend
4
378
1512
Supplying for reducer comprising of two straight reducer IS: 10124 (part-8) / 1988 with latest amendments upto the destination point inclusive of all charges.
-
-
-
140 x 110 mm dia UPVC reducer
5
283
1415
Supplying of end cap (class-III) IS: 10124 (part-4) / 1988 with latest amendments upto the destination point inclusive of all charges.
110 mm End cap
3
230
690
Supplying E.RW. Casing & Blank Pipes ISI Marked - IS 4270
e) 150 mm N.B. (5.4 mm) 21.6 kg/m
6
2069
12414
Supply of solvent cement (havy bodied)
5
425
2125
Supply of rubber insertion 5 mm thick with proper reinforcemet two ply conforming to IS: 638/79 with ISI marked with latest Amdt. Suitable for raised surface of MS flange as IS: 6392/71 ( Table-511 & 17)
-
-
-
i) 125 mm dia
10
110
1100
ii) 150 mm dia
10
110
1100
Supply of 20x50x65 mm Nut & Bolts (TATA Make)
45
140
6300
Supply of 150 mm dia MS special type Z bend from MS ERW pipe both end flanged welded pipes as per IS:1239 and flanges IS:6392/71, Table-17
2
4420
8840
Add 3% extra for remote location on item no. 8 to 39 except item no. 8,9,11,12,13,14,15 & 38 ( Rs. 181145.51*3%= Rs.5434.37)
1
5434
5434.37
Add 5% extra for Murshidabad district on item no. 40 to 61 except item no. 41,42,43,44,47,49,57,58,59,60 & 61 ( Rs. 8242.80*5%= Rs.412.14)
1
412
412.14
Add GST @ 18% on item no. 1 to 61, 80 & 81
1
102782
102782.38
Add CESS @ 1% on item no. 1 to 61, 80, 81 & 82
1
6737
6737.96
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