Water Resources and Irrigation Government Departments Closing in 0 days TDR #58365617

Tender For Reinforcement Of Kudapada-I & Ii L.I. Projects Under Kuchinda Block In Sambalpur District Of L.I. Division, Sambalpur

Issued by Government Departments · Sambalpur, Odisha
Tender Value
16.58 Lakhs
Estimated cost
Bid Submission
13 Nov 2026
0 days left
EMD
16586
Bank guarantee accepted
Document Fee
7080
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Reinforcement Of Kudapada-I & Ii L.I. Projects Under Kuchinda Block In Sambalpur District Of L.I. Division, Sambalpur

BOQ

Name of Work:- Reinforcement of Kudapada-I & II L.I. Projects under Kuchinda Block in Sambalpur District of L.I. Division, Sambalpur
Sl. No. Item Description
1Kudapada-I
2Earthwork in excavation of foundation in hard soil including dressing & levelling of bed within initial lead of 50mt. & lift of 1.5mtr etc complete as per the direction of the Engineer-incharge.
3Earthwork in excavation of foundation in hard soil such as Hard stiff clay, stiff black cotton, hard red earth, shales, moorum ordinary gravels etc within 50m.Initial lead and 1.5m. Initial lift 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%)
4Filling in F&P with excavated materials in layers not exceeding 0.30m including breaking clods within 50m. initial lead including leveling the tranches as the case may be etc complete as per direction of the Engineer-in-charge.(Quantity by means of Mechanical 60% & mannually 40%
5Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge.
6Cement concrete (1:4:8) with 4cm size h.g.b. crusher broken metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all material to worksite, supply of cement T&P required etc. complete as per the direction of the Engineer-incharge.
7Fly Ash Brick 25cm X 12cm X 8cm size masonary having crushing strength 75 kg/cm² with dimensional tolerance ± 2% in cm(1:6) in foundation and plinth complete as per the direction of the Engineer-incharge
8Fly Ash Brick 25cm X 12cm X 8cm size masonary having crushing strength 75 kg/cm² with dimensional tolerance ± 2% in cm(1:6) in super structure complete as per the direction of the Engineer-incharge
9Cement concrete (1:2:4) with 12mm size black h.g.b. crusher broken chips of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all material to worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge.
10Rigid smooth centering & shuttering for R.C.C. works including false work & dismateling then after including cost of materials in ground floor complete an directed by the Engineer-incharge. (a) Walls & fins
11Labour charges for MS reinforcement for RCC work including cutting, bending & tying the grills and placing in position including cost of binding wire 18 to 20 gauge & HYSD steel bar ( FE 415/ FE 500 )
12R.C.C. work in C.C. (1:2:4) including hoisting & laying & curring for 28days using 12mm. Size clean black hard granite crusher broken chips of approve quality and from approve quarry including cost taxes conveyance charges of all materials to the worksite with supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.
1312mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.
14Cement punning over plastering including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.
15Writing charge of required information and data on both side of the transperancy pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge.
16Fitting of un plasticised 200 mm dia meter dia PVC Pipe for all classes including jointing the pipe with solvent cement by non-head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. including cost of PVC Pipe, cost of Solvent Cement, transportation of Pipe complete including conveyance pipe from village to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.
17Supplying of 200 mm dia unplasticised rigid UPVC pipe ivory grey in colour having specific gravity of 1.40 to 1.46 gms/ cc of straight length of 6 (six) meter for potable water supplies conforming to IS - 4985/ 2000 of BIS - Ammendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure Cl - II UPVC pipe to withstand pressure of 4.0 kgf/cm² respectively & the specification and manufacturer's name should be prominently marked on body of each pipe as per the latest Ammendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be conducted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubanweswar, necessary approval of authority including transportation to work site in complete shape
18Supplying of 200 mm dia unplasticised rigid UPVC pipe ivory grey in colour having specific gravity of 1.40 to 1.46 gms/ cc of straight length of 6 (six) meter for potable water supplies conforming to IS - 4985/ 2000 of BIS - Ammendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure Cl - I UPVC pipe to withstand pressure of 2.5 kgf/cm² respectively & the specification and manufacturer's name should be prominently marked on body of each pipe as per the latest Ammendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be conducted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubanweswar, necessary approval of authority including transportation to work site in complete shape
19Filling the foundation and plinth with excavated material as directed by the Engineer-incharge. A) Hard Soil
2015 HP CentrifugalMonoblock pumpset total head of 24 mtr capable to discharge 1700 LPM with 15 HP/11.25 KW squirrel cage induction motor fitted with bronze impeller TB-2 of iS 318/1981, companion flanges & class 'F' insulation suitable for operation 415 volt + 6% - 15%, 3 phasde, 50 Hz aC power supply, suction/delivery = 100x100 mm with BEE star rated energy efficiency pump & as per IS-9079/2002 with overall efficiency 62 to 65% of reputed brand having wide dealership network for easy availibility of spares
21Control panel with automatic star delta starter sheet steel enclosure vsuitable for operation of squirrel cage induction motor up to 15 HP with 16 Amp.(AC-3) duty contractor at 415 volt+6%-15%, 3 phase, 50 Hz AC supply with over load relay range 8.9 to 13.5 Amp & No volt coil with electronic timer suitable for operation at voltage range of 300 to 440 V. The starter should provide dependable protection against over load and single phasing fitted with Volt meter, Ammeter, MCB in complete shape including indicator lamp
22Cost of 63 Amp -400 V.T.P. Main Switch confirming to IS No.4064
234 KVAR Capacitor
24Motor Hood (size 0.45x0.45x0.60 mtr ) made with 18 SWG cold rolled mS sheet with one coat of red oxide primer and two coats of smoke gray / navy blue enamel paint both side (inside & outside) suitable to cover centrifugal monoblock Pump set from 10 to 15 HP and having provision for attachment with the groves on rear side of the panel board
25Base frame for panel ( size 0.40x 0.20 m ) and for Motor ( size 0.50x 0.27 m ) made with 3\\" size MS channel having suitable holes for fitting of Panel board and different size & make 3 phase centrifugal monoblock pumpset from 10 to 15 HP, coloured with one coat of red oxide primer and two coats of smoke gray enamel paint
263 x 16 mm² Tarpedore cable XLPE ( cross link polyethylin ) confirming to IS: 7098 (Part-II) including laying below 0.90 mtr of the ground and filling the excavated materials including watering and ramming
27100 mm dia nominal bore GI pipe having wall thickness 4.5 mm electrical resistance welded of medium class confirming to IS - 1239 (pt - 1 of 2004) with socketed at one end and the other end protected with plastic thread protector. The socket confirming to IS - 1239 (pt - II / 1992) with latest amendments in random length of 4 to 7 mtrs. Each pipe should bear ISI certification & manufacturer's name/ trademark
28100 mm dia GI Bend IS No. 1239(pt-II/1992)
29100 mm dia GI flange IS No. 6392 / 1971
30100x100x25 mm GI Tee with plug for priming
31200 mmx100 mm PVC/G.I./M.S. Reducer
32100mm C.I. Foot Valve should be of swing type friction less with single disc confirming to iS - 4038/1979 of reputed brand
33100mm C.I. N.R. Valve double flanged swing type PN - 1.0 as per IS:5312 part - I with by-pass arrangement
34200mm C.I. N.R. Valve double flanged swing type PN - 1.0 as per IS:5312 part - I with by-pass arrangement
3550 mm dia CI AR valve with saddle and riser pipe confirming to IS 14845 with ISI mark
36200 mm dia PVC Equal tee ( 4 kgf/cm²) confirming to IS - 4995 / 1988 with latest ammendment
37200 mm dia PVC end cap ( 10 kgf/cm²) confirming to IS - 4995/1988 with latest ammendment
38200x200x110 mm PVC/GI Raiser tee set with bend closing and opening arrangement
39200 mm dia PVC coupler ( 4 kgf/cm²) agricultural PVC fittings confirming to IS - 4995/1988 with latest ammendment
40Construction of out let for Tee Tank
41Electrical installation and energisation
42Labour charges for installation of 15 HP MB Motors including transportation from village to work site, fitting & fixing of base frame, fitting & fixing suction and delivery pipe to motor, other fitting materials including cutting, welding etc. including Misc. Welding charges for \\"Z\\" joint, \\"S\\" bend, etc. complete as per the direction of the Engineer-incharge.
43Cost of river embankment cutting, cleaning ; fitting of suction & delivery fittings with flanges, bend, foot valve, sluice valve, NR valve etc including cost 1/8\\" rubber insertion, Nut nolt, white lead paint etc vomplete
44Kudapada-II
45Earthwork in excavation of foundation in hard soil including dressing & levelling of bed within initial lead of 50mt. & lift of 1.5mtr etc complete as per the direction of the Engineer-incharge.
46Earthwork in excavation of foundation in hard soil such as Hard stiff clay, stiff black cotton, hard red earth, shales, moorum ordinary gravels etc within 50m.Initial lead and 1.5m. Initial lift 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%)
47Filling in F&P with excavated materials in layers not exceeding 0.30m including breaking clods within 50m. initial lead including leveling the tranches as the case may be etc complete as per direction of the Engineer-in-charge.(Quantity by means of Mechanical 60% & mannually 40%
48Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge.
49Cement concrete (1:4:8) with 4cm size h.g.b. crusher broken metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all material to worksite, supply of cement T&P required etc. complete as per the direction of the Engineer-incharge.
50Fly Ash Brick 25cm X 12cm X 8cm size masonary having crushing strength 75 kg/cm² with dimensional tolerance ± 2% in cm(1:6) in foundation and plinth complete as per the direction of the Engineer-incharge
51Fly Ash Brick 25cm X 12cm X 8cm size masonary having crushing strength 75 kg/cm² with dimensional tolerance ± 2% in cm(1:6) in super structure complete as per the direction of the Engineer-incharge
52Cement concrete (1:2:4) with 12mm size black h.g.b. crusher broken chips of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all material to worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge.
53Rigid smooth centering & shuttering for R.C.C. works including false work & dismateling then after including cost of materials in ground floor complete an directed by the Engineer-incharge. (a) Walls & fins
54Labour charges for MS reinforcement for RCC work including cutting, bending & tying the grills and placing in position including cost of binding wire 18 to 20 gauge & HYSD steel bar ( FE 415/ FE 500 )
55R.C.C. work in C.C. (1:2:4) including hoisting & laying & curring for 28days using 12mm. Size clean black hard granite crusher broken chips of approve quality and from approve quarry including cost taxes conveyance charges of all materials to the worksite with supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.
5612mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.
57Cement punning over plastering including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.
58Writing charge of required information and data on both side of the transperancy pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge.
59Fitting of un plasticised 200 mm dia meter dia PVC Pipe for all classes including jointing the pipe with solvent cement by non-head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. including cost of PVC Pipe, cost of Solvent Cement, transportation of Pipe complete including conveyance pipe from village to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.
60Supplying of 200 mm dia unplasticised rigid UPVC pipe ivory grey in colour having specific gravity of 1.40 to 1.46 gms/ cc of straight length of 6 (six) meter for potable water supplies conforming to IS - 4985/ 2000 of BIS - Ammendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure Cl - II UPVC pipe to withstand pressure of 4.0 kgf/cm² respectively & the specification and manufacturer's name should be prominently marked on body of each pipe as per the latest Ammendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be conducted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubanweswar, necessary approval of authority including transportation to work site in complete shape
61Supplying of 200 mm dia unplasticised rigid UPVC pipe ivory grey in colour having specific gravity of 1.40 to 1.46 gms/ cc of straight length of 6 (six) meter for potable water supplies conforming to IS - 4985/ 2000 of BIS - Ammendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure Cl - I UPVC pipe to withstand pressure of 2.5 kgf/cm² respectively & the specification and manufacturer's name should be prominently marked on body of each pipe as per the latest Ammendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be conducted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubanweswar, necessary approval of authority including transportation to work site in complete shape
62Filling the foundation and plinth with excavated material as directed by the Engineer-incharge. A) Hard Soil
6315 HP CentrifugalMonoblock pumpset total head of 24 mtr capable to discharge 1700 LPM with 15 HP/11.25 KW squirrel cage induction motor fitted with bronze impeller TB-2 of iS 318/1981, companion flanges & class 'F' insulation suitable for operation 415 volt + 6% - 15%, 3 phasde, 50 Hz aC power supply, suction/delivery = 100x100 mm with BEE star rated energy efficiency pump & as per IS-9079/2002 with overall efficiency 62 to 65% of reputed brand having wide dealership network for easy availibility of spares
64Control panel with automatic star delta starter sheet steel enclosure vsuitable for operation of squirrel cage induction motor up to 15 HP with 16 Amp.(AC-3) duty contractor at 415 volt+6%-15%, 3 phase, 50 Hz AC supply with over load relay range 8.9 to 13.5 Amp & No volt coil with electronic timer suitable for operation at voltage range of 300 to 440 V. The starter should provide dependable protection against over load and single phasing fitted with Volt meter, Ammeter, MCB in complete shape including indicator lamp
65Cost of 63 Amp -400 V.T.P. Main Switch confirming to IS No.4064
664 KVAR Capacitor
67Motor Hood (size 0.45x0.45x0.60 mtr ) made with 18 SWG cold rolled mS sheet with one coat of red oxide primer and two coats of smoke gray / navy blue enamel paint both side (inside & outside) suitable to cover centrifugal monoblock Pump set from 10 to 15 HP and having provision for attachment with the groves on rear side of the panel board
68Base frame for panel ( size 0.40x 0.20 m ) and for Motor ( size 0.50x 0.27 m ) made with 3\\" size MS channel having suitable holes for fitting of Panel board and different size & make 3 phase centrifugal monoblock pumpset from 10 to 15 HP, coloured with one coat of red oxide primer and two coats of smoke gray enamel paint
693 x 16 mm² Tarpedore cable XLPE ( cross link polyethylin ) confirming to IS: 7098 (Part-II) including laying below 0.90 mtr of the ground and filling the excavated materials including watering and ramming
70100 mm dia nominal bore GI pipe having wall thickness 4.5 mm electrical resistance welded of medium class confirming to IS - 1239 (pt - 1 of 2004) with socketed at one end and the other end protected with plastic thread protector. The socket confirming to IS - 1239 (pt - II / 1992) with latest amendments in random length of 4 to 7 mtrs. Each pipe should bear ISI certification & manufacturer's name/ trademark
71100 mm dia GI Bend IS No. 1239(pt-II/1992)
72100 mm dia GI flange IS No. 6392 / 1971
73100x100x25 mm GI Tee with plug for priming
74200 mmx100 mm PVC/G.I./M.S. Reducer
75100mm C.I. Foot Valve should be of swing type friction less with single disc confirming to iS - 4038/1979 of reputed brand
76100mm C.I. N.R. Valve double flanged swing type PN - 1.0 as per IS:5312 part - I with by-pass arrangement
77200mm C.I. N.R. Valve double flanged swing type PN - 1.0 as per IS:5312 part - I with by-pass arrangement
7850 mm dia CI AR valve with saddle and riser pipe confirming to IS 14845 with ISI mark
79200 mm dia PVC Equal tee ( 4 kgf/cm²) confirming to IS - 4995 / 1988 with latest ammendment
80200 mm dia PVC end cap ( 10 kgf/cm²) confirming to IS - 4995/1988 with latest ammendment
81200x200x110 mm PVC/GI Raiser tee set with bend closing and opening arrangement
82200 mm dia PVC coupler ( 4 kgf/cm²) agricultural PVC fittings confirming to IS - 4995/1988 with latest ammendment
83Construction of out let for Tee Tank
84Electrical installation and energisation
85Labour charges for installation of 15 HP MB Motors including transportation from village to work site, fitting & fixing of base frame, fitting & fixing suction and delivery pipe to motor, other fitting materials including cutting, welding etc. including Misc. Welding charges for \\"Z\\" joint, \\"S\\" bend, etc. complete as per the direction of the Engineer-incharge.
86Cost of river embankment cutting, cleaning ; fitting of suction & delivery fittings with flanges, bend, foot valve, sluice valve, NR valve etc including cost 1/8\\" rubber insertion, Nut nolt, white lead paint etc vomplete Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58365617
AUTHORITY Government Departments
TENDER VALUE 16.58 Lakhs
LAST DATE 13-11-2026
Authority
Authority Name Orissa Lift Irrigation Corporation Limited
Work Description Tender for Reinforcement Of Kudapada-I & Ii L.I. Projects Under Kuchinda Block In Sambalpur District Of L.I. Division, Sambalpur
Basic Detail
Tender No EEOLICSBP-03/2026-27
Bidding Type Tender
Location
City Sambalpur
State Odisha
Key Dates
Publish Date 04 Nov 2026
Submission Date 13 Nov 2026
Open Date 16 Nov 2026
Finance
Tender Value 16.58 Lakhs
Tender Fee 7080
EMD 16586
Exemption Available
Document List
50a4bd97-4cd9-4798-bd3d-afb00d4db40a.html
BOQ_617856.xls
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Nov 04, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 13, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Today
Nov 16, 2026

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