Zilla Parishad Tender
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Zilla Parishad - ZP Tender
Eprocure
Opening Date15 Jan 2020
Closing Date29 Jan 2020
Tender Amount₹ 10,91,524
Costs
EMD
₹ 27,285Document Cost
₹ 6,825Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2020_ZPHD_265874_14Bid Award Id
ViewTender No
WB/BWN/MEMARI-II/NIT 09/2019-20Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://https://www.burdwanzp.org/
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Documents
BOQ Items
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Supply of PVC stainer of approved with adopter. a) 150 mm dia
20
-
768
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Construction of masonary sluice valve/washout valve/reflux valve/non-return valve/air valve chamber with supply of approved type of RCC cover including earth work in excavation, bailing ouit of water, filling, single layer B.F. soling and cement concrete (1:4:8) with jhama khoa in foundation. Brick work in cement morter(6:1) with 1st class bricks with provision of weep holes at bottom, 100 mm thick precast RCC slab (1:2:4) with necessary shuttering and reinforcement work and other materials and fitting fixing and overhalling the valves if necessary to work order all complete. Including the cost of all labours, materials and carriage etc. (Valves and tail pieces only will be supplied depttly. free of cost) work should be done as per departmental drawing No.CC/49/91/RIV.
-
-
-
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Supplying fitting and fixing CI swice the flask IS 1358/62
a) 100 mm dia
2
-
5067
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Supply & fitting fixing C.I Non return valve 80 mm diae
1
-
2650
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a) On timber or plastered surface Two Coat(in Shade except white).
7.58
-
75
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a) On timber or plastered surface Two Coat(in Shade except white).
7.58
-
72
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Sealing the annular space around the pipe by balls of Rajasthan Benotite Powder Powder as per direction of EIC
3
-
1809
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Supplying fitting and fixing GI Pipes 20 mm dia TATA Make
5
-
161
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Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete.
5
-
417
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Washing,cleaning, disinfecting of all completed pipe lines with chlorinated water with at least chlorine doses of 5 Mg/ltr. of water as per specification & diraction of EIC.
-
-
-
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a) 15 mm thick plaster
58.83
-
136
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c) Supplying, fitting and fixing 200 mm M.S. housing clamp of approved quality.(SECC)
1
-
2401
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. , initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. a)For works in foundation basement upto roof of ground floor/upto 4 mtr. i)Tor Steel /Mild Steel (p-43/315 it-40 )
(SAIL/TATA/RINL Brand)
0.5
-
53888
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d)Providing 150/ 200 mm centre guide(SECC)
10
-
183
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Supply and Instalation of approved make Electronically controlled three phase controle panel Board comprisingly of DOL Starter, U/Over voltage Protector, Over Current Protector, Suitable for Single phase 5.00 HP pump .
1
-
13224
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Supplying PVC rigid piped & fitting (medium duty conforming to ASTMD-17585 & threaded to much with G.I. pipes as per IS 1239(Part-I)
-
-
-
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b) 25mm. to 30 mm. thick woodwn shuttering With props
35.25
-
328
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C.F.L(11 watt)
2
-
220
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a) Threeded End cap(i) 100 mm dia
1
-
123
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b) 80 mm dia
2
-
3857
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Cement concrete with graded jhama khoa (32 mm. down ) excluding shuttering in ground floor.
A) 6:3:1 proportion. (P-23/315 it-1 (a))
0.73
-
4830
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Neat cement punning about 1.5 mm thick in wall, dado, window sills etc
10.25
-
34
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Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete.
4.29
-
2029
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A.110 mm dia (OD) UPVC pipe
125
-
359.36
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Excavation trench as per drawing for laying of UPVC pipes classs-III from 63 mm (OD) to 315 mm (OD) with sluice valves and specials, in all sorts of soil including mixed with boulders road subgrade and its flanks preparing the bottom surface for continuous bedding of pipeline and laying , specials and valves in proper alignment with bailing out of water if required including carriage of valves and specials from local store up to actual site of work including loading, unloading and stacking within 25 km cutting of pipes where necessary keeping a clear cover at least 1.00 mtr between GL and top of the pipe and back filling the trenches with earth (using excavated earth) in layers with proper watering and compaction of earth layer to original condition. Lowering of pipes and specials in excavated trenches aligning and jointing of pipe by chemical solvent including cost of materials (valves will be supplied by the agency ) including supplying fitting, fixing all moulded pipes, specials (i.e. Tees, Reducers bends and Adopters etc.) as per schedule, specification and direction of EIC NOTE:a) UPVC pipes (class-III) , UPVC / moulded rigid PVC specials (class-III) and solvent cement as per relevant I.S. standard and third party inspection by CIPET (HALDIA)/SGS as detailed in specification.b) Consumption rate of Solvent Cement shall be a follows.c) No part payment at any stage on account of supply of materials shall be entertained.d) Submission of drawing of pipelines with statement of materials consumed between two node points against each RA and Final Bill.e) Any deviation from required clear cover of 1 mtr has to be got permitted by the EIC and payment will be made on prorata basis over the rate of entire item, if executed without permission of EIC.
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-
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Hire and labour charges for shuttering with centering & necessary staging upto 4.0 Mtr. Usuing approved stout props and thick hard wood planks of approved thickness for required bracing for concrete slab, beam, column, lintel, curved or srtaight including fitting, fixing, stripping out after completion of the work upto roof of ground floor.
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-
-
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Supplying fitting & fixing 65 mm dia G.I pipe(Non TATA)
20
-
712
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Providing house connection with 15mm dia, 6mt 10mm dia ferrule, 15mm dia G.I. Pipe 1m 15mm G.I. Nipple-I no. 15mm G.I. Socket 1 no, 15mm G.I. Bend 1 No. 15mm dia, poly did cock 1 no. Etc. Complete as per direction.
115
-
2786
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E. 63 mm dia (OD) UPVC pipe
1118
-
153.06
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Distribution wiring with cassing (plastic)
2
-
689
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b) 20 mm thick cement plaster(6:1)
33.68
-
155
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Openable steel window as per IS sizes with side hung shutters and hirizotal glazing bars[ The extra rate admissible for the openable portion only]
3.79
-
1663
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Supply and Installation of Approved make preessure gauge and water level gauge with suitable attachments with the pumping and tubewell system.
1
-
4600
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Supply, Instalation and commisionning of Electrically opearated 220 V Submersible pump motor set including 50 Mtr. Necessary suitable cable, lowering it within housing pipe of the required depth, including fitting fixing and lowering of 50 mm. dia PVC column pipe upto 36 Mtr. anchoring for pump assembly etc. as per direction of EIC Pump Make :- KSB/Kirolaskar,
Dia:- 100 mm., 5.00 HP( Head Minimum 34 M Q. Q=20 Cum./Hr.), (Head Maximum 60 M. Q=9.00 Cum./Hr.) [ Authorised local dealer certificate to be produce for pump motor unit before execution]
1
-
86241
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b) 100 mm. to 150 mm. dia.
2
-
9940
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Supplying fitting & fixing GI Elbow
3
-
372
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Supplying of 50 mm dia TATA make (medium) GI Pipe
45
-
553
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Labour charges for boring through any kind of soil by auger boring horizontally with water zet system including hire and labour charges with supply of suitable dia cashing pipe upto a depth of 1 mtr. below G.L. and laying including necessary joints, tools & plants, staging tank, pump set and making necessary arrangment for boring and also cost of withdrawing the same and laying in bore hole G.I./C.I. pipes etc. all complete as per direction of EIC above 150 mm dia and upto 200 mm dia.
10
-
468.5
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a) 25mm. to 30 mm. thick woodwn shuttering With out props
13.64
-
205
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a) 40 mm. to 125 mm. dia.
1508
-
3.187
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B.90 mm dia (OD) UPVC pipe
310
-
264.29
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Supplying 1.5 mm thick M.S sheet fitted and fixed on one or both faces of MS/WI gate etc. with point welding at not more than 150 mm apart complete in all respect as per design including cost of all labour and materials
3.76
-
977
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Tube Light Set
2
-
951
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Ordinary cement concrete (mix 3:1.5:1) with graded stone chips ( 20 mm. nominal size) excluding shuttering and reinforcement, if any in ground floor as per relevant IS Code.
A) Pakur Variety (p-26/315 it-10)
6.01
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5612.36
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Artficial stone for 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 marbel dust in proportion (1:2) including smooth finishing and rounding off corners including racking out joints or roughening of concrete surface and application of cement slury before flooring works using cement @1.75 Kg/Sqm. all complete including all materials and labour. in gound floor(2mm thick topping, high poloshing grinding on this item is not permitted with ordinary cement) using grey cement. i) 25 mm thick.(p-48/315 it-6)
10.55
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264
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a) In foundation and plinth
2.23
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4812
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Supplying fitting and fixing GI Pipes of TATA make with make with all necessary accessories
125 mm Tata Make(Below ground)
6
-
1299
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C.75 mm dia (OD) UPVC pipe
330
-
208.2
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Testing hydraulically all classes & types of completed pipe lines for a specified head of water in section including supply of necessary equipments, gauge & other testing tools, reqd. water & labours etc. all complete as per specification & diraction of EIC.
-
-
-
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c) 10 mm thick cement plaster(4:1)
11.71
-
123
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a) 40 mm. to 80 mm. dia.
4
-
9139
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a) 40 mm. to 125 mm. dia.
1508
-
0.801
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b) Nipple (150 mm lomg)(i) 100 mm dia dia
1
-
137
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Painting with best quality synthetic anamel paint of approved make & brand including smoothening surface by sand papering including using of approved putty etc. on surface if necessary (p-200 it-2)
-
-
-
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Filling in foundation by silver sand or plinth in layer not exceeding 150 mm. thick as directed and consolidating the same by through saturation with water, ramming complete including the cost of supply of sand.( P-2/315 it-4A)
10.06
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521.07
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M.S. or W.I. ornamental grill of approved design,joints continuously welded with M.S. WI flats and bars for window, railling etc.fitted & fixed with necessary screw and lugs in ground floor. a) Grill weighing above 10 Kg./Sqm. & upto 16 Kg/Sqm (p-104/315 it-13(a) )
109.36
-
52.99
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Painting with best quality synthetic anamel paint of approved make & brand including smoothening surface by sand papering including using of approved putty etc. on surface if necessary (p-200 it-2)
-
-
-
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b)In superstructure ground floor (6:1)
7.73
-
5035
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c) 50 mm dia
2
-
2757
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e)Supplying, fitting and fixing G.I. cap at top
(ii) 150 mm
1
-
503
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Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction.
1
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1426
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f) Supplying fitting and fixing 1.00 m long 150 mm GI short Pc.(Tata) i) 150 mm dia
1
-
1295
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Supply of PVC rigid pipes & fittings Schedule 80 conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). PVC pipes 150 mm dia
60
-
1420
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Brick work in cement morter (6:1) including cost of scaffolding and other incidental works complete. (P-15/315 it-8 )
-
-
-
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Electrologging system with all tools and plants as necessary including supply of necessary report(SECC)
1
-
6560
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Plaster (to wall, floor, ceiling etc)with sand & cement mortar includg rounding off or chamfering corners as directed and racking out joints including of throating noising and drip course, scaffolding/staging where necessary.(Ground Floor) (excluding cost of chipping over concrete surface) with 1:6 cement morter ( P-189/315 it-1)
-
-
-
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Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding latarite and sand stone) including removing spreading or stack- ing the spoils within in a lead of 75m. as directed. The item includes trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. a)Depth of excavation not exceeding 1.500 Mtr. (Page -1/315 it no-2)
4.8
-
119.27
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Electrict Connection with necessary accessories, tolls and labour etc m per direction
1
-
20000
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Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (Plastered or concrete surface)as per manufacture's specification in ground floor. A)Two Coats (on new cement plaster surface)(p-197/315 it-15)
93.97
-
49
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Supply & fitting fixing C.I wheel return valve 80 mm dia
1
-
2650
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D. 125 mm dia(OD) UPVC pipe
18
-
447.78
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Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes,scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore.For depth upto 150 metre for 150 mm dia. Tube well with top enlargement of 150 mm dia
-
-
-
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Single BFS of picked jhama bricks including ramming, dressing bed to proper level, fitting joints with powdered earth/local sand.(p-14/315 it-1)
13.73
-
324
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(i) 150 mm dia boring ( 100 m)
80
-
685
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