Water Resources and Irrigation Government Departments Closing in 0 days TDR #48590015

Reinforcement Of Ralaba-Ii T/W And Ralaba-Iii Tube Well L.I. Project Under Hinjilicut Block In Ganjam District Out Of State Plan Grant2024-25

Issued by Government Departments · hinjilicut, Odisha
Tender Value
14.28 Lakhs
Estimated cost
Bid Submission
14 Apr 2025
0 days left
EMD
14280
Bank guarantee accepted
Document Fee
7080
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
hinjilicut → Odisha
EMD Exemption
Available
Quantity
Not Available

Project Description

Reinforcement of Ralaba-II T/W and Ralaba-III Tube well L.I. Project under Hinjilicut Block in Ganjam District out of State Plan Grant2024-25

BOQ

Name of Work:-Reinforcement of Ralaba-II T/W and Ralaba-III T/WL.I. Project under Hinjilicut Block in Ganjam District out of State Plan Grant2024-25
Sl. No. Item Description
1Ralaba-II T/W
2Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level in alluvial soil strata by Hand Boring(Water Jet) drilling as required to suit the site condition as per the direction of Engineer-in-Chargewith its accessories, tools and plant and consumables etc for lowering of finished bore suitable for lowering of 200 mm dia GI/PVC pipes for housing, fitted with socket and withwell screen as per the necessity for the soft, medium, hard and boulder formation (PVC casing pipes if required by the contractor to prevent collapse of over burden portion) including lower and withdrawing of casing pipe after drilling 200 mm to 450 mm dia in overburden portion including developing,lowering and conducting yield testetc complete
3Labour charges for slotting of 200mm dia PVC Pipe
4Cost of 200mm dia PVC blank pipe (sch-80)
5Cost of 200mm dia PVC cone
6Cost of 200mm dia PVC threaded end cap.
7Supplying all labour, tools and plant and packing the bore with washed gravel (size P-6) around the pipes in good quality including cost of gravel etc all complete as per the direction of the Engineer-in-charge.
8Cost, supplying of 200X80mm dia M.S.T/W Cap with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
9Earth work in hard soil for excavation of foundation including dressing and levlling the bed and depositing the soil within 50 mtr. initial lead and 1.5 mtr. initial lift as per direction of Engineer-in-charge.
10Filling in foundation and plinth with sand wellwatered and rammed including cost of sand as per direction of Engineer-in-charge.
11C.C(1:4:8) with 4 Cm. size H.B.G metal laying and hoistingetc. complete with curing as per direction of Engineer-in-charge
12Brick work with Fly ash bricks of(23cm x 11 cm x 8 cm )in cement mortar (1:6) in foundation and plinth with curingetc.complete as per direction of Engineer-in-charge.
13Cement concrete (1:2:4) for R.C.C. works with 12mm size h.g.b. chips including hoisting and laying etc. complete with curing as per direction of Engineer-in-charge
14Providing & supplyingof M.S.Rod forfor M.S. Reinforcement for R.C.C work including cutting, bending, binding & tying the grills & placing in position including cost of binding wire etc.complete as per direction of Engineer-in-charge
15Rigidsmooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. completeforColumn baseetc
16Rigidsmooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. completefor Slab,Column,Beam etc.
17Brick work with Fly ash bricks of size (23cm x 11 cm x 8 cm ) having crushing strength not less than 75kg./cm2 with dimensional tolerance+ 8% in cement mortar (1:6)inSuperstructurewith curingetc.complete as per direction of Engineer-in-charge.
1812 mm thick cement plastering with cement mortar(1:6)over brick work with curing etc.complete.as per direction of Engineer-in-charge.
19Cement Punning over thecement plasteringwith curing etc.complete.as per direction of Engineer-in-charge.
20Filling F & P with excavated materials, earth, moorum including watering and ramming as directed by the Engineer-in-charge.
212.5 cm artificial stone flooring with cement concrete (1:2:4) including punning using 12mm size hard broken granite chips etc. complete with curing as per direction of Engineer-in-charge
22Wall painting 2 coats with plastic emulsion paint of approved shade on new workto give an even shade over a coat of Primer & two coats of White washingincluding cost of paint,Primer & shell limeetc. completeas per direction of Engineer-in-charge
23Providing ,fitting & fixingof shutter plate with 18SWG MS Sheetconfirming to IS No.6248/7framed with32mmx32mm angle ironchowkhat of following size and includingall costs,taxes etccomplete with priming & paintingas per satisfaction of Engineer-in-Charge.Window= (0.90x0.90) sq.mtr & Door=(0.90x1.80)Sqm
24Providing electrificaton to the Pump chamber by wiring the room with required item of materials including cost ofmaterial,labour,T& P etc. complete as per direction of Engineer-in-charge.
25Painting and lettering ofproject name & PP Nameover the walls with all costs
26Cost of painting and lettering the detail salient featuresof project over the masanory sign board etc. complete as per direction of Engineer-in-Charge
27Cost of Installation lowering of Submerssible pump set, delivery fitting ,electrical installation & energisation & water trial etc.withLabour Charges for cutting, threading of G.I.Pipe, cost of cosumable materials such asNut & Bolt , Rubber Insertion,white lead paint etc. including transportation charges of T&P materials like Chain Pully Block, Tripod pipes, Chain Toungeetc. complete as per direction ofsite Engineer in-charge. .
28Supplythe hard copy & soft copy of 3 stage GPS & Date Photographs of the project(Pre Photographs- 3Nos, Ongoing Photographs-5nos andPost Photographs-20nosetc.completeas perdirection of site Engineer in charge.
29Earthwork in excavation of foundation in all kind of soil with initial lead andlift including rough dressing and levelling the bed and depositing the excavated materials within initial lead at nearby the worksite for reuse including breaking clods and stacking rubble for spreading and leveling as the case may be etc complete as per direction of the Engineer-in-charge. (Excavation by mechanical means 60% & manually 40%)
30Back Filling the Pipe line trenches with excavated materials in layers not exceeding 0.30m including breaking clods within initial lead including leveling the tranches as the case may be etc complete as per direction of the Engineer-in-charge.
31Conveyance of 160mmdiaPVC pipes from stack yard to working site andSupplying all materials, labour, T&P forjointing ofthe same pipes as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge
32Rigid UPVC pipe of 160 mm diaIvory grey in colour having specific gravity of 1.4 to 1.46 Gm / CC ofstraightlength of 6 M for portable water supplies confirming to IS 4985 / 2000 of BIS - Amendment - 2 Read with Table - I , of IS specification bearing ISI Mark for working presure of 2.5 Kgf/Cm2 as per latest amendment of ISI 4985 including cost of coupler for plain ended pipes or one end plain & other bell ended. The pipe should be tested by CIPET & each pipe should be clearly & indebile marked ink or Stenciled conforming to IS 4985/2000including transportationand laying at site all complete. (The Rate inclusive of CIPET Testing Charges)
335 HP/3.75 KW Energy efficiency Submersible pumpset of total head 25 mtr having 500 LPM discharge of reputed brand with BEE 3 Star rated energy efficiency suitable for 200 mm dia tube well as per IS specification with 2 pair U-Clamps & 30 mtr of 4.00 sqmm flat cable andImpeller of Bronze grade LTB-2 of IS 318/1981 confirming to IS specification including all cost, conveyance, cess etc complete but excluding cost of GST
34Automatic Star Delta starter sheet steel enclosure suitable for operation of squirrel cage Induction motor upto 10HP (8-13) with 16. Amp (AC-3) contactor at 415 volt +6%-15%, 3 phase, 50 Hz, AC supply with suitable overload relay & No volt coil with electric pnemutic timer suitable for operation at voltage range of 300-440 volt
3532 AMP Triple Pole Mainswith confirming to IS No.4064(Part I & II) with ISI marking of reputed company with utilisation capacity cagegory AC- 22 of approved brand ofISI marked including all cost, conveyance, cess etc complete but excluding cost of GST
363KVAR Power ShuntCapacitor with ISI mark of of reputed approved brand ofISI marked including all cost, conveyance, cess etc complete but excluding cost of GST
373x10 sqmm PVC insulated (HD) tropoder armoured Electric Cable with alluminum conductor for use in 3 phase power system of working voltage upto & including 1100 volts at 50Hz confirming to IS 7098 (Pt-II) of approved brand ofISI marked including all cost, conveyance, cess etc complete but excluding cost of GST
3880mm dia nominal bore G.I.pipe having wall thickness 4.5mm electrical resistance welded of medium class confirming to IS- 1239(part-1/2004) with latest ammendments, screwed at both ends as per IS-554 with socketed at one end and the other end protected with plastic threaded protector including its transportation and unloading at L.I.P. site. The socket confirming to ISI 1239(part II/1992) with latest ammendments in random length of 4 to 7 mtr.Each pipe should bear IS certification and manufacturers name/trade mark.
3980mm dia G.I.Bend ( Medium Duty) conforming to IS No-1239 (part II/1992) with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
4080mm dia G.I.Flange(Medium Duty)conforming to IS No-6392/1971 with ISI mark of reputed company including all cost, conveyance, cess etc complete but excluding cost of GST
4180mm dia G.I.Socket(Medium Duty) with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
4280mm dia G.I.Nipple( Medium Duty) with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
43Cost, supplying of M.ST/W Clamp (Pair) 100mm dia with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
44160 mmX110mm dia PVC Reducing Socket (6Kgf/Cm2)
45160 mm dia PVC End Cap(6Kgf/Cm2)
46160 mm dia PVC Equal Tee(6Kgf/Cm2)
47Cost, supplying of 160mmx160mmx110mm dia Weldless G.I.Tee (3.6mm thickness) with bend, closing and opening arrangement of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
48Ralaba-III T/W
49Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level in alluvial soil strata by Hand Boring(Water Jet) drilling as required to suit the site condition as per the direction of Engineer-in-Chargewith its accessories, tools and plant and consumables etc for lowering of finished bore suitable for lowering of 200 mm dia GI/PVC pipes for housing, fitted with socket and withwell screen as per the necessity for the soft, medium, hard and boulder formation (PVC casing pipes if required by the contractor to prevent collapse of over burden portion) including lower and withdrawing of casing pipe after drilling 200 mm to 450 mm dia in overburden portion including developing,lowering and conducting yield testetc complete
50Labour charges for slotting of 200mm dia PVC Pipe
51Cost of 200mm dia PVC blank pipe (sch-80)
52Cost of 200mm dia PVC cone
53Cost of 200mm dia PVC threaded end cap.
54Supplying all labour, tools and plant and packing the bore with washed gravel (size P-6) around the pipes in good quality including cost of gravel etc all complete as per the direction of the Engineer-in-charge.
55Cost, supplying of 200X80mm dia M.S.T/W Cap with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
56Earth work in hard soil for excavation of foundation including dressing and levlling the bed and depositing the soil within 50 mtr. initial lead and 1.5 mtr. initial lift as per direction of Engineer-in-charge.
57Filling in foundation and plinth with sand wellwatered and rammed including cost of sand as per direction of Engineer-in-charge.
58C.C(1:4:8) with 4 Cm. size H.B.G metal laying and hoistingetc. complete with curing as per direction of Engineer-in-charge
59Brick work with Fly ash bricks of(23cm x 11 cm x 8 cm )in cement mortar (1:6) in foundation and plinth with curingetc.complete as per direction of Engineer-in-charge.
60Cement concrete (1:2:4) for R.C.C. works with 12mm size h.g.b. chips including hoisting and laying etc. complete with curing as per direction of Engineer-in-charge
61Providing & supplyingof M.S.Rod forfor M.S. Reinforcement for R.C.C work including cutting, bending, binding & tying the grills & placing in position including cost of binding wire etc.complete as per direction of Engineer-in-charge
62Rigidsmooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. completeforColumn baseetc
63Rigidsmooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. completefor Slab,Column,Beam etc.
64Brick work with Fly ash bricks of size (23cm x 11 cm x 8 cm ) having crushing strength not less than 75kg./cm2 with dimensional tolerance+ 8% in cement mortar (1:6)inSuperstructurewith curingetc.complete as per direction of Engineer-in-charge.
6512 mm thick cement plastering with cement mortar(1:6)over brick work with curing etc.complete.as per direction of Engineer-in-charge.
66Cement Punning over thecement plasteringwith curing etc.complete.as per direction of Engineer-in-charge.
67Filling F & P with excavated materials, earth, moorum including watering and ramming as directed by the Engineer-in-charge.
682.5 cm artificial stone flooring with cement concrete (1:2:4) including punning using 12mm size hard broken granite chips etc. complete with curing as per direction of Engineer-in-charge
69Wall painting 2 coats with plastic emulsion paint of approved shade on new workto give an even shade over a coat of Primer & two coats of White washingincluding cost of paint,Primer & shell limeetc. completeas per direction of Engineer-in-charge
70Providing ,fitting & fixingof shutter plate with 18SWG MS Sheetconfirming to IS No.6248/7framed with32mmx32mm angle ironchowkhat of following size and includingall costs,taxes etccomplete with priming & paintingas per satisfaction of Engineer-in-Charge.Window= (0.90x0.90) sq.mtr & Door=(0.90x1.80)Sqm
71Providing electrificaton to the Pump chamber by wiring the room with required item of materials including cost ofmaterial,labour,T& P etc. complete as per direction of Engineer-in-charge.
72Painting and lettering ofproject name & PP Nameover the walls with all costs
73Cost of painting and lettering the detail salient featuresof project over the masanory sign board etc. complete as per direction of Engineer-in-Charge
74Cost of Installation lowering of Submerssible pump set, delivery fitting ,electrical installation & energisation & water trial etc.withLabour Charges for cutting, threading of G.I.Pipe, cost of cosumable materials such asNut & Bolt , Rubber Insertion,white lead paint etc. including transportation charges of T&P materials like Chain Pully Block, Tripod pipes, Chain Toungeetc. complete as per direction ofsite Engineer in-charge. .
75Supplythe hard copy & soft copy of 3 stage GPS & Date Photographs of the project(Pre Photographs- 3Nos, Ongoing Photographs-5nos andPost Photographs-20nosetc.completeas perdirection of site Engineer in charge.
76Earthwork in excavation of foundation in all kind of soil with initial lead andlift including rough dressing and levelling the bed and depositing the excavated materials within initial lead at nearby the worksite for reuse including breaking clods and stacking rubble for spreading and leveling as the case may be etc complete as per direction of the Engineer-in-charge. (Excavation by mechanical means 60% & manually 40%)
77Back Filling the Pipe line trenches with excavated materials in layers not exceeding 0.30m including breaking clods within initial lead including leveling the tranches as the case may be etc complete as per direction of the Engineer-in-charge.
78Conveyance of 160mmdiaPVC pipes from stack yard to working site andSupplying all materials, labour, T&P forjointing ofthe same pipes as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge
79Rigid UPVC pipe of 160 mm diaIvory grey in colour having specific gravity of 1.4 to 1.46 Gm / CC ofstraightlength of 6 M for portable water supplies confirming to IS 4985 / 2000 of BIS - Amendment - 2 Read with Table - I , of IS specification bearing ISI Mark for working presure of 2.5 Kgf/Cm2 as per latest amendment of ISI 4985 including cost of coupler for plain ended pipes or one end plain & other bell ended. The pipe should be tested by CIPET & each pipe should be clearly & indebile marked ink or Stenciled conforming to IS 4985/2000including transportationand laying at site all complete. (The Rate inclusive of CIPET Testing Charges)
805 HP/3.75 KW Energy efficiency Submersible pumpset of total head 25 mtr having 500 LPM discharge of reputed brand with BEE 3 Star rated energy efficiency suitable for 200 mm dia tube well as per IS specification with 2 pair U-Clamps & 30 mtr of 4.00 sqmm flat cable andImpeller of Bronze grade LTB-2 of IS 318/1981 confirming to IS specification including all cost, conveyance, cess etc complete but excluding cost of GST
81Automatic Star Delta starter sheet steel enclosure suitable for operation of squirrel cage Induction motor upto 10HP (8-13) with 16. Amp (AC-3) contactor at 415 volt +6%-15%, 3 phase, 50 Hz, AC supply with suitable overload relay & No volt coil with electric pnemutic timer suitable for operation at voltage range of 300-440 volt
8232 AMP Triple Pole Mainswith confirming to IS No.4064(Part I & II) with ISI marking of reputed company with utilisation capacity cagegory AC- 22 of approved brand ofISI marked including all cost, conveyance, cess etc complete but excluding cost of GST
833KVAR Power ShuntCapacitor with ISI mark of of reputed approved brand ofISI marked including all cost, conveyance, cess etc complete but excluding cost of GST
843x10 sqmm PVC insulated (HD) tropoder armoured Electric Cable with alluminum conductor for use in 3 phase power system of working voltage upto & including 1100 volts at 50Hz confirming to IS 7098 (Pt-II) of approved brand ofISI marked including all cost, conveyance, cess etc complete but excluding cost of GST
8580mm dia nominal bore G.I.pipe having wall thickness 4.5mm electrical resistance welded of medium class confirming to IS- 1239(part-1/2004) with latest ammendments, screwed at both ends as per IS-554 with socketed at one end and the other end protected with plastic threaded protector including its transportation and unloading at L.I.P. site. The socket confirming to ISI 1239(part II/1992) with latest ammendments in random length of 4 to 7 mtr.Each pipe should bear IS certification and manufacturers name/trade mark.
8680mm dia G.I.Bend ( Medium Duty) conforming to IS No-1239 (part II/1992) with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
8780mm dia G.I.Flange(Medium Duty)conforming to IS No-6392/1971 with ISI mark of reputed company including all cost, conveyance, cess etc complete but excluding cost of GST
8880mm dia G.I.Socket(Medium Duty) with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
8980mm dia G.I.Nipple( Medium Duty) with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
90Cost, supplying of M.ST/W Clamp (Pair) 100mm dia with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
91160 mmX110mm dia PVC Reducing Socket (6Kgf/Cm2)
92160 mm dia PVC End Cap(6Kgf/Cm2)
93160 mm dia PVC Equal Tee(6Kgf/Cm2)
94Cost, supplying of 160mmx160mmx110mm dia Weldless G.I.Tee (3.6mm thickness) with bend, closing and opening arrangement of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST

AI Tender Summary

OUR REF NO 48590015
AUTHORITY Government Departments
TENDER VALUE 14.28 Lakhs
LAST DATE 14-04-2025
Authority
Authority Name Orissa Lift Irrigation Corporation Limited
Work Description Reinforcement of Ralaba-II T/W and Ralaba-III Tube well L.I. Project under Hinjilicut Block in Ganjam District out of State Plan Grant2024-25
Basic Detail
Tender No 01/2025-26 OLIC (BAM)
Bidding Type Tender
Location
City hinjilicut
State Odisha
Key Dates
Publish Date 07 Apr 2025
Submission Date 14 Apr 2025
Open Date 15 Apr 2025
Finance
Tender Value 14.28 Lakhs
Tender Fee 7080
EMD 14280
Exemption Available
Document List
Tendernotice_2.pdf
4e69f52b-1589-48e9-8858-8610ec93d27c.html
BOQ_535522.xls
Tendernotice_1.pdf

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Tender Timeline

Apr 07, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Apr 14, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Apr 15, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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pdf

Tendernotice_2.pdf

html

4e69f52b-1589-48e9-8858-8610ec93d27c.html

xls

BOQ_535522.xls

pdf

Tendernotice_1.pdf

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