Drinking Water Supply and Sanitation Government Departments Closing in 0 days TDR #45253404

Construction Of Field Channel At Distributary No. 3 Of Tjmc From Chainage 4.769 Km In Jalpaiguri District(District- Jalpaiguri, Block- Kranti, Mouza- Kranti , Gp- Kranti, Outlet- 52 R, Chainage(Km)- 4.769, Cca(In Ha)- 18). Project Id : Wi242520411m000, Su

Issued by Government Departments · kranti, West Bengal
Tender Value
10.44 Lakhs
Estimated cost
Bid Submission
30 Sep 2024
0 days left
EMD
20892
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction of Field Channel at Distributary No. 3 of TJMC from Chainage 4.769 km in Jalpaiguri district(District- Jalpaiguri, Block- Kranti, Mouza- Kranti , GP- Kranti, Outlet- 52 R, Chainage(km)- 4.769, CCA(in Ha)- 18). Project ID : WI242520411M000, Sub – Project ID : WI242520411M010

BOQ

Name of Work : Construction of Field Channel at Distributary No. 3 of TJMC from Chainage 4.769 km in Jalpaiguri district(District- Jalpaiguri, Block- Kranti, Mouza- Kranti , GP- Kranti, Outlet- 52 R, Chainage(km)- 4.769, CCA(in Ha)- 18). Project ID : WI242520411M000, Sub – Project ID : WI242520411M010
Sl. No. Item Description
1Construction of Lined Field Channel Section A (300 X 425 )
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, within a lead on 75m as directed. The item includs necessary trimming the sides of trenches , leveling , dressing and ramming the bottom, bailing out water as required complete.a) Depth of excavationnot exceeding 1500 mm.
3Filling in foundation or plinth by Silver sand in layers not exceeding 15 cm. as directed and consolidating the same by thorough saturation with water and ramming complete, including the cost of supply of sand.
4Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand
5Cement Concrete with 30 mmdown graded shingles excluding shuttering in GF1:3:6 in proportion
612.5 cm. thick 1st class brickwork in cement mortar (1 : 4) in ground floor including, scaffolding, racking out joints etc. complete
7Brick work with 1st class brick in cement mortar( 1:4) in foundtion and plinth .
8Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 15 cm. Including watering and ramming etc. layer by layer complete with earth obtained from excavation offoundation.
9Fine dressing the crest , side slope bundh etc and turfing with grass sods 5 to 7.5 cm thick including preparation of ground watering ramming etc complete within a lead of 150m and all leads upto 1.5m (land to be arranged by the conctractor by his won cost and measurement to be taken on grown grass complete.
10Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints or roughening of concrete surface including throating, nosing and drip course as necessary at ground floor. (a) with (1:4) cement mortar.15mm thick
11Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.
12Construction of Lined Field Channel Section B (250 X 340 )
13Earthwork 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, levelling, 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).
14Filling in foundation or plintby Silver sand in layers not exceeding 15 cm. as directed and consolidating the same by thorough saturation with water and ramming complete, including the cost of supply of sand.
15Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand
16Cement Concrete with 30 mmdown graded shingles excluding shuttering in GF1:3:6 in proportion
1712.5 cm. thick 1st class brickwork in cement mortar (1 : 4) in ground floor including, scaffolding, racking out joints etc. complete
18Brick work with 1st class brick in cement mortar( 1:4)in foundtion and plinth.
19Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 15 cm. Including watering and ramming etc. layer by layer complete with earth obtained from excavation offoundation.
20Fine dressing the crest , side slope bundh etc and turfing with grass sods 5 to 7.5 cm thick including preparation of ground watering ramming etc complete within a lead of 150m and all leads upto 1.5m (land to be arranged by the conctractor by his won cost and measurement to be taken on grown grass complete.
21Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints or roughening of concrete surface including throating, nosing and drip course as necessary at ground floor. (a) with (1:4) cement mortar.15mm thick
22Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.
23Construction of Unlined field Channel
24Earthwork 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, levelling, 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).
25Fine dressing the crest , side slope bundh etc and turfing with grass sods 5 to 7.5 cm thick including preparation of ground watering ramming etc complete within a lead of 150m and all leads upto 1.5m (land to be arranged by the conctractor by his won cost and measurement to be taken on grown grass complete
26Construction of Cistern for Field Channel
27Earthwork 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, levelling, 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).
28Filling in foundation or plintby Silver sand in layers not exceeding 15 cm. as directed and consolidating the same by thorough saturation with water and ramming complete, including the cost of supply of sand.
29Ordinary Cement concrete in all sorts of RCC works with approved graded stone chips 20mm down excluding shuttering and reinorcement if any in GFa) 1:2:4 proportion river bazree
30Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand
31Brick work with 1st class brick in cement mortar( 1:4) in foundtion and plinth .
32Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints or roughening of concrete surface including throating, nosing and drip course as necessary at ground floor.(a) with (1:4) cement mortar.15mm thick
33Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.
34Laying of NP2 Grade Hume pipe 225 mm dia
35Earthwork 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, levelling, 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).
36Supply of 225mm dia Class NP2 type RCC spun pipe plus sales tax @ 5% for proposed outlet length 12m.
37Supply of matching collar for 225mm dia Class NP2 type RCC spun pipe plus sales tax @ 5% for porposed outlet length 12m.
38Labour for loading RCC spun pipe NP 2 into trucks carts etc at lifting points and unloading the materials at destination within a lead of 100m pipe/coller of dia 225-300 mm
39Carriage of RC Pipes & collars over pucca road upto 5 km distance (a) Pipe/Collar of dia 225 mm. Extra Rate for carriage of RCC pipeand collar over pucca road beyond 5 KM upto any distance for NP II ,Pipeand collar 225 mm dia Total distance = 45 km, for first 5 km
40Carriage of RC Pipes & collars over pucca road upto 5 km distance (a) Pipe/Collar of dia 225 mm. Extra Rate for carriage of RCC pipeand collar over pucca road beyond 5 KM upto any distance for NP II ,Pipeand collar 225 mm dia Total distance = 45 km, for Rest 40 km
41Labour charges for laying fitting fixing RC spun pipes with collars (NP2) canal banks, roads,Including caulking the joints of collars as and when necessary, with jute bitumen/ tar & cement mortar 1:3 including preparing subgrade carriage of pipes & collars and other necessary materials including supply and carriage of sand and cement of site, but excluding cost supply of pipe. (c)225 mm dia.
42Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 15 cm. Including watering and ramming etc. layer by layer complete with earth obtained from excavation offoundation.
43Construction of NP2Grade Hume pipe Culvert 300 mm dia 4 m long
44Earthwork 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, levelling, 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).
45Filling in foundation or plintby Silver sand in layers not exceeding 15 cm. as directed and consolidating the same by thorough saturation with water and ramming complete, including the cost of supply of sand.
46Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
47Cement Concrete with 30 mm down graded shingles excluding shuttering in GF1:3:6 in proportion
48Brick work with 1st class brick in cement mortar( 1:4)in foundtion and plinth .
49Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints or roughening of concrete surface including throating, nosing and drip course as necessary at ground floor.(a) with (1:4) cement mortar.15mm thick
50Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.
51Supply of 300mm dia Class NP2 type RCC hume pipe plus sales tax @ 5% for proposed outlet length 4 m.
52Supply of matching collar for 300mm dia Class NP2 type RCC hume pipe plus sales tax @ 5% for porposed outlet length 4m.
53Labour for loading RCC spun pipe NP 2 into trucks carts etc at lifting points and unloading the materials at destination within a lead of 100m pipe/collar of dia 225-300 mm
54Carriage of RC Pipes & collers over pucca road upto 5 km distance (a) Pipe/Coller of dia 300mm. Extra Rate for carriage of RCC pipeand collar over pucca road beyond 5 KM upto any distance for NP II ,Pipeand collar 300 mm dia Total distance 45 Km, for upto 5 km
55Carriage of RC Pipes & collers over pucca road upto 5 km distance (a) Pipe/Coller of dia 300mm. Extra Rate for carriage of RCC pipeand collar over pucca road beyond 5 KM upto any distance for NP II ,Pipeand collar 300 mm dia Total distance 45 Km, for next 40 km
56Labour charges for laying fitting fixing RC spun pipes with collars (NP2) canal banks, roads,Including caulking the joints of collars as and when necessary, with jute bitumen/ tar& cement mortar 1:3 including preparing subgrade carriage of pipes & collars and other necessary materials including supply and carriage of sand and cement of site, but excluding cost supply of pipe. (d)300 mm dia.
57Construction of 3 m length Box Culvert
58Earthwork 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, within a lead on 75m as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
59Filling in foundation or plinth by silver sand in layers not exceeding 150mm as directed and consolidating the same by through saturation with water and ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity)
60Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints withlocal sand.
61Cement Concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety In Ground Floor (a) 1:3:6 proportion.
62Brickwork with 1st class bricks in cement morter(1:4) (a) In foundation & plinth
63Hire & Labour Charges for Shuttering with centering and necessary staging upto 4 meter using approved stout props and thick hard wood planks of approved thickness with require bracing fro concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and stricking out after completing of works (upto roof of ground floor) 25mm to 37.5mm thick wooden shuttering.
64Ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering & reinforcement, if any in ground floor as per relevant IS codes. (b) River Bazree
65Reinforcement for reinforced concrete work in all sorts of structure including distribution bars, stirrups, binders etc. initial straightning and removal of lose rust (if necessary), cutting of 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 and upto roof of ground floor upto 4m.(i) Tor Steel / Mild Steel.
66Construction of Name plate. Length of Name plate - 1.4 m, Height of Name plate - 0.6 m, Thickness of Name plate - 0.25 m
67Brickwork with1st class bricks in cement mortar (1:4) .(a) In foundation & Plinth
68Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out jointsincluding throating, nosing and drip course, scaffolding /staging wherenecessary( ground floor).[excluding cost of chipping over concrete surface](ii) with (1:4) cement mortar. (b)15mm thick
69Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
70Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using approved putty etc. on the surface if necessary: (a) On timber or plastered surface With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)
71Painting block letters or digits in Black Japan or any approved paint as per direction. (e) Size above 7.5 cm. and upto 10 cm.
72Construction of 3 M long Ramp forpassing of tructor.
73Earthwork 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, within a lead on 75m as directed. The item includs necessary trimming the sides of trenches , leveling , dressing and ramming the bottom, bailing out water as required complete.
74Filling in foundation or plinth by silver sandin layers not exceeding 150 mmas directed and consolidating the same by thorough saturation with water and ramming complete, including the cost of supply of sand.( payment to be made on measurement of finished quantity)
75Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints withlocal sand.
76Cement Concrete with 30mm. down graded shingles excluding shuttering.N.B. variety in Ground Floor( a) 1:3:6 proportion
77Hire & Labour Charges for Shuttering with centering and necessary staging upto 4 meter using approved stout props and thick hard wood planks of approved thickness with require bracing fro concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and stricking out after completing of works (upto roof of ground floor) 25mm to 37.5mm thick wooden shuttering.
78Add GST @ 18% on sum of Item No. 1.01 to 9.05
79Add Labour Cess @ 1% on sum of Item No. 1.01 to 10

AI Tender Summary

OUR REF NO 45253404
AUTHORITY Government Departments
TENDER VALUE 10.44 Lakhs
LAST DATE 30-09-2024
Authority
Authority Name Water Resources Department
Work Description Construction of Field Channel at Distributary No. 3 of TJMC from Chainage 4.769 km in Jalpaiguri district(District- Jalpaiguri, Block- Kranti, Mouza- Kranti , GP- Kranti, Outlet- 52 R, Chainage(km)- 4.769, CCA(in Ha)- 18). Project ID : WI242520411M000, Sub – Project ID : WI242520411M010
Basic Detail
Tender No CORE/SLGIPDIV/E_NIT_01/2024_25
Bidding Type Tender
Location
City kranti
State West Bengal
Key Dates
Publish Date 16 Sep 2024
Submission Date 30 Sep 2024
Open Date 02 Oct 2024
Finance
Tender Value 10.44 Lakhs
Tender Fee Ref. Documents
EMD 20892
Exemption Available
Document List
9efd03f9-f723-4a72-a32d-aa1805e4e23b.html
BOQ_1662235.xls
Tendernotice_1.pdf
Tendernotice_2.pdf
Tendernotice_3.pdf

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Tender Timeline

Sep 16, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 30, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 02, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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xls

BOQ_1662235.xls

pdf

Tendernotice_1.pdf

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Tendernotice_2.pdf

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Tendernotice_3.pdf

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