Drinking Water Supply and Sanitation Government Departments Closing in 0 days TDR #35689833

Tender For Renovation And Laying Wta Of Major Rli On Turnkey Basis I.E By Supplying Materials At Uttar Krishnapur-I Major Rli Scheme Under Kaliyaganj Block Under Raiganj A-M Division Under Core Sector 2022-23 Programme Sl No-3

Issued by Government Departments · karnajora, West Bengal
Tender Value
50.21 Lakhs
Estimated cost
Bid Submission
03 Feb 2023
0 days left
EMD
1.01 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
karnajora → West Bengal
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Renovation And Laying Wta Of Major Rli On Turnkey Basis I.E By Supplying Materials At Uttar Krishnapur-I Major Rli Scheme Under Kaliyaganj Block Under Raiganj A-M Division Under Core Sector 2022-23 Programme Sl No-3

BOQ

Name of Work: Estimate for Construction of Water Transmission Arrangement including supply material at Uttar Krishnapur-I Major RLI scheme under Kaliyaganj Block under Raiganj (A-M) Division under Core Sector 2022-23 Programme
Sl. No. Item Description
1RENOVATION OF WTA FOR MAJOR RLI
2Earthwork in excavation of foundationtrenches 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 and including trimming the sides of trenches, leveling, dressing and ramming the bottoms, bailing or pumping out of water etc. as required complete.Depth of excavation not exceeding 1.5 metre (not required shoring).Lead upto 15 metres.
3Laying of UPVC pipes of different diameters within field trenches in curve/ straight line including using UPVC fittings, Viz. Horizontal and Vertical Bends, riser pipes, Tee Reducer etc.and making leak proof joints with couplers after roghening the surfac
4i)315 mm.OD.
5i)200 mm.OD.
6ii)140 mm.OD.
7Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
8Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidated the same by through saturation with water ramming complete including the cost of supply of sand
9Ordinary 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.(d) With local hard blackstone variety chips. (a) By Pakur Varity
10Ordinary Cement concrete (Mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(i) Pakur variety.
11Hire and labour charges for shuttering with centering and necessary staging upto 4 metre 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). 25 mm. to 37.5 mm. thick wooden shuttering.
12Reinforcement for reinforced concrete work in all sorts of structure including distribution bars, stirrups, binders etc. including supply of rods, initial straightening of bend bars excluding coil bars and removal of loose rust (if necessary) cutting to requisite length, hooking, bending to correct shape, placing in proper position and binding with 1.626 mm (16 SWG) black annealed wire at every inter section complete as per drawing and direction including cost of wire upto 1st floor level. ( For Tor steel).
1315 mm thick plaster (to wall, floor, ceiling etc.) with (1:6) sand and cement mortar including rounding off or chamfering corners, as directedand racking out joints or roughening of concrete surface including throating. Nosing and drip course as necessary at ground floor 15 mm thick (1:6) proportion.
14Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.
15Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 225 mm. Including watering and ramming etc. layer by layer complete(Payment will be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation.
16Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for 1st chamber and 2nd chamber of Major RLI Scheme. (Rate inclusive of transportation from departmental store to work site).
17Priming one coat on steel or other metal surfacewith syntheticoil bound primer of approved quality including smoothening surfaces by sand papering etc.
18Priming 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.(b)On steel or other metal surface:With super gloss ( hi-gloss)approved quality iv) Two coats (with any shade except white)
19Labour charges for fitting and fixing 150 mm. dia Alfa Alfa valve with 160 mm. dia ciass-ll U. 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.
20Installation of Diesel Engine pumping set/ Electro Motor pumping set of any make / brand and for RLI scheme on pump foundation over SAL sleeper (to be supplied departmentally) by fixing nuts and bolts and making connection of suction hose and foot valve with necessary fittings at the inlet end of the water pump and fitting fixing of 90° M S priming bend, sluice valve and delivery hose with all necessary fittings at the delivery end of the water pump, duly connected with the pipe line, maintaining proper alignment and level including cutting holes on the wall of the pump house where necessary, mending good damages after completion of the works as per direction of Engineer-in-charge. (Pump set and all accessories will be supplied departmentally).a) For Major RLI
21Testing of pipe line system against leakage by fillinh the distribution chamber with water and supplying water through the entire pipe line net work for atleast 4 (Four) hoursincluding hiring and transport of suitable generstor , pump , tools and plants, fuel and lubricants and installation of the pump connecting the same with pipe line network making necessary electrical connection and dismantling all these after completion of test all complete as per direclion cf Engineer -in - Charge. b)( i) For Major RLI
22Labour charges for fitting, fixing (150 x 200) mm dia M S expanderwith 200 mm dia UPVC pipe with the help of FTP(flanged tail piece) by joining the PVC end of the tail piece and 200 mm dia UPVC pipe with coupler and flanged end of tail piece and expander with rubber insertion, nuts and bolts etc complete.(Rate inclusive of transportation from departmental store to work site).
23Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Major RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm × 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board.Base - Yellow, and ward Red.Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soiling.This will include one materials and labour complete as per drawing and direction of EIC..
24Labour Charges forfitting, 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(i)(a)150 mm. dia. ERW pipe.
25xxviii) 150mm. dia. C.I. sluice valve.
264% Extra Carraige except item no 1,1.01,1.13.
27Add GST @ 12% on (Item 1.01 to 1.26)
28Add Cess @ 1% on (Item 1.01 to 1.27)
29Total value of works
30PROCUREMENT- A. UPVC and P.V.C. PIPES & ACCESSORIES
31Supply of 315 mm OD, Class - l Rigid PVC Pipes conforming to IS:4985 / 2000 ( with latest ammendments) and duly ISI marked with 1 (one no. loose coupler conforming to IS:10124/2009 part-2 )duly ISI marked for every 6 m. Length, required Solvent Cement for each pipe as per IS: 14128/1994 ( with latest ammendments ) up to the destination point inclusive of all charges.
32Supply of 200 mm OD, Class - l Rigid PVC Pipes conforming to IS:4985 / 2000 ( with latest ammendments) and duly ISI marked with 1 (one no. loose coupler conforming to IS:10124/2009 part-2 ) 1988 duly ISI marked for every 6 m. Length, required Solvent Cement for each pipe as per IS: 14128/1994 ( with latest ammendments ) up to the destination point inclusive of all charges.
33Supply of 140 mm OD, Class - l Rigid PVC Pipes conforming to IS:4985 / 2000 ( with latest ammendments) and duly ISI marked with 1 (one no. loose coupler conforming to IS:10124/2009 part-2 ) 1988 duly ISI marked for every 6 m. Length, required Solvent Cement for each pipe as per IS: 14128/1994 ( with latest ammendments ) up to the destination point inclusive of all charges.
34Supply of 140 mm OD, Class - Il Rigid PVC Pipes conforming to IS:4985 / 2000 ( with latest ammendments) and duly ISI marked with 1 (one no. loose coupler conforming to IS:10124/2009 part-2 ) 1988 duly ISI marked for every 6 m. Length, required Solvent Cement for each pipe as per IS: 14128/1994 ( with latest ammendments ) up to the destination point inclusive of all charges.
35Coupler(cl-II) for 315 mm. dia P.V.C. pipe ( extra) I.S. 10124/2009, Part- 2 with free solvent cement.
36Coupler(cl-II) for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/2009, Part- 2 with free solvent cement.
37Coupler(Cl-II) for 140 mm. dia P.V.C. pipe ( extra) I.S. 10124/2009, Part- 2 with free solvent cement.
38200x200x 200 mmP.V.C. Tee with free solvent cement: IS 10124/2009 Part-5(Class-II)
39140x140x 140 mmP.V.C. Tee with free solvent cement, IS 10124/2009 Part-5(Class-II)
40160 x 140 Reducer(cl-II) with free solvent cement. IS 10124/2009 Part-3 with latest ammendment
41200 x 140 Reducer(cl-II) with free solvent cement. IS 10124/2009 Part-3 with latest ammendment
42200 mm. dia 600bend(cl-II)( IS. No. 10124/2009 Part- 9 with latest amendment, Table-I )
43140 mm. dia 900bend (cl-II) ( IS. No. 10124/ 2009 Part- 8 with latest amendment, Table-I )
44140 mm. dia 600bend(cl-II)( IS. No. 10124/ 2009 Part- 9 with latest amendment, Table-I )
45140 mm.dia IS.NO.10124/2009 Part-4 with latest amendment.PVC End Cap.(cl-III)
46200 mm.dia IS.NO.10124/2009 Part-4 with latest amendment.PVC End Cap.(cl-III)
47140mm. dia ( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.(Cl-II)
48200mm. dia ( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.(Cl-II)
49315 mm dia( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.(Cl-II)
50150mm dia PVC Flexible hose pipes IS 15265/2003 with latest ammendment
51Solvent cement extra (Medium duty) IS 14182/1994 with latest ammendment
52150 mm Dia Heavy Duty Hose Clamp(I.S: 5612/1977 with latest ammendment)
53B. M.S / G.I. ACCESSORIES
54150 mm. diaE.R.W. pipe with both endflange (6m length) For pipe: 1239(Part1)/2004 and flange : IS 6392/1971 (Table-17)
55G.I Water Distribution Unit for Major RLI Scheme(2 nos chamber for 1 set) with all necessary inlet & outlet fittings.
56150 mm dia Alfa Alfa Valve (Type C/ Annex-G)
57150 mm dia M S Short piece(Both end flanged) For pipe (Length-1 mtr): For pipe: 1239(Part1)/2004 and flange : IS 6392/1971 (Table-17)
58Supply of 150 mm dia C.I. sluice valve with Hand wheel for water workas purpose confirming to ISI : 14846/2000 with latest ammendments. Parts of the valve shall be manufacture from basic materils and the valves should be tested for (Closed end test ) against Hydrostatic test requirement.
59Foundation Bolt for Drop Pipe of Distribution Chember& engine manufactured from 20 mm nominal diameter M.S Rod as per IS 2062/1992. Total length of Bolt is 375+10 mm in length & 20 mm in nominal diameter with Nut & 2 NosWasher (As per Anexure-E) theaverage weight of such Bolt. 1.5 Kg per bolt with tolerance in weight of each Bolt @ +/-10%.(Drop Pipe) & 1 kg for engine)
60Foundation Bolt for Electro motor pumping set manufactured from 16 mm nominal diameter M.S Rod as per IS 2062/1992. Total length of Bolt is 375+10 mm in length having welded head 80+/-10mm in length & 16 mm in nominal diameter with Nut & 2 NosWasher (As per Anexure-E) theaverage weight of such Bolt. 0.8 Kg per bolt with tolerance in weight of each Bolt @ +/-10%.
61Supply of 150mm dia. 90 Degree MS bend both (with priming)
62Supply of 150mm dia. 90 Degree MS bend both end flanged conforming to IS 1239(Part-2)/2011 with latest amendments thereof (4.8mm thick wall thickness)
63Supply of 150mm dia. 90 Degree MS bend both end flanged conforming to IS 1239(Part-2)/2011 with latest amendments thereof (4.8mm thick wall thickness) (200 X 150 mm dia reducing arrangement with one end)
64C.I Foot Valves, Flanged end and swing type as per IS: 4038/1986 with latest ammendment (with non return arrangement).
65Compressed Asbestos Fibre Jointing for Quadrupod Set (for raised surface fro Flange as per IS 6392) 500mm dia (Table-5)
66M.S. Hexagonal Head Bolts & Nuts conforming to IS : 1363 (Part-I)/ 1992 of product Grade-C with latest amendments for Bolts & IS: 1363 (Part-3)/ 1992 of Product Grade-C with latest amendments for Nutrs Properties / class for Bolt - 4,6 & for Nut-4.5.
67M-20 X 80 mm
68M-20 X 100 mm
69M.16x65 mm
70M 16x80 mm
71M 16x 50 mm
72Foot valve leather washer 150 mm dia
73Supply & transport of Rubber Insertion 5 mm thick with proper reinforcement 2 Ply conforming to I.S.638/79 with ISI Mark with latest ammendments duly ISI Marked suitable for M.S. Flange as per I.S.6392/71 with standard drilled holes (Table-11.17)
74300 mm dia(Table-11 & 5)
75200 mm dia(Table-11 & 5)
76150 mm dia(Table-17 & 5)
7780 mm dia(Table-17)
78300 X 150 mm MS Reducer (Length-400 mm)
79Total value of supply material

AI Tender Summary

OUR REF NO 35689833
AUTHORITY Government Departments
TENDER VALUE 50.21 Lakhs
LAST DATE 03-02-2023
Authority
Authority Name Water Resources Department
Work Description Renovation And Laying Wta Of Major Rli On Turnkey Basis I.E By Supplying Materials At Uttar Krishnapur-I Major Rli Scheme Under Kaliyaganj Block Under Raiganj A-M Division Under Core Sector 2022-23 Programme Sl No-3
Basic Detail
Tender No WBWRDD/EE(AM)/RAIGANJ/CORE SECTOR 22-23/eNIT-13
Bidding Type Tender
Location
City karnajora
State West Bengal
Key Dates
Publish Date 11 Jan 2023
Submission Date 03 Feb 2023
Open Date 06 Feb 2023
Finance
Tender Value 50.21 Lakhs
Tender Fee Ref. Documents
EMD 1.01 Lakhs
Exemption Not Available
Document List
ea80a3f9-5896-4ec7-94b0-d50e923e6fae.html
BOQ_882373.xls
Tendernotice_1.pdf
Tendernotice_2.pdf
Tendernotice_3.pdf
Tendernotice_4.pdf

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Tender Timeline

Jan 11, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 03, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 06, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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BOQ_882373.xls

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Tendernotice_1.pdf

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Tendernotice_2.pdf

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Tendernotice_3.pdf

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