Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date11 Apr 2025
Closing Date17 Apr 2025
Tender Amount₹ 5,20,000
Costs
EMD
₹ 10,400Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Stage Contract For Annual Maintenance/ Repairs /restoration Of Various Khuls / Irrigation Schemes Viz. Bhella Canal, Thellela Khul And Phagsoo Khul For The Year 2025-26 In Irrigation Sub Division Thathri (as And When Required/ Necessity/ Demand/ Eme
Description
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Contact
Tender Id
2025_IFC_275564_3Bid Award Id
ViewTender No
eNit 01 of 2025-26 dated 11-04-2025Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://http://ifcjmu.gov.in/
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BOQ Items
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d) Earth
1
200
200.67
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b) Stone Agg. below 20mm
1
13
13.09
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Providing of polythene sheets for plugging of seepages.
1
18
18
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Supply of labour for laying and fitting of G.I sheets and pipes etc
1
553
553
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Carriage of material by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Additional lead above 20.00 KM a) Sand
1
11
11.04
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Centering and shuttering including strutting, propping etc. and removal of form work for foundation, footings , bases for columns.
1
286
286.35
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Silt clearance from canals inclusive of intitial lead and lift ( 50 mtrs and 1.5 mtrs) respctively Dry.
1
111
111
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d) stone
1
236
236.08
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20 mm cement plaster of mix. 1:4 (1cement :4 sand)
1
390
390.05
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Labour engaged for dismantaling of dry stone masonary including stacking of serviceable material and disposal of unserviceable material 01 Number labour for 2.83 Cubic Metre (complete job as directed by Engineer Incharge)
1
553
553
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Stone Agg. 20 mm and above upto 40 mm
1
14
14.11
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d) stone
1
51
51.4
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with. 1:4:8 (1 cement 4 coarse sand 8 graded stone aggregate 40 mm nominal size).
1
5202
5202.9
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d) Earth
1
19
19.58
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Demolishing cement concrete manually or by Mechanical means including disposal of material within 50 mtrs lead as per directions of engineer incharge: 1:3:6 or richer mix
1
1725
1725.2
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Steel reinforcement for RCC work including straigtening, cutting, bending, placing in position and bending all complete up to plinth level mild steel and medium tensile bars.
1
115
115.35
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b) Stone Agg. below 20mm
1
200
200.67
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Providing and Laying cement concrete in retaining walls, Return Walls, Walls (any thickness) including attached pilasters, columns, pires, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, copings, bed blocks, enchor blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centering, shuttering and finishing with: 1:3:6 (1 cement 3 coarse sand 6 graded stone aggregrate 20 mm nominal size).
1
7564
7564.8
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Providing and laying PVC pipes 150mm dia
1
250
250
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h) Stone
1
236
236.16
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Earth work in excavation by mannual means for foundations, drains, pipes, cables etc (not exceeding 1.50 mtrs in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan including dressing of sides and ramming of bottoms lift up to 1.50 mtr, including getting out excavated earth and disposal of surplus excavated earth as directed: All kind of soil
1
479
479.3
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Slip clearance in soils mixed with moorum / Kankar/ shingles/ boulders, disposal lead up to 50 mtrs.and lift up to 1.5 mtrs.
1
331
331.15
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Providing of CGI sheets 0.50 mm thick with zinc coating for crossing water through breaches portion.
1
852
852.5
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Dry Random Rubble Masonry with hard stone in foundation and plinth ( without bond stone)
Labour Rate
1
1981
1981.8
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Carriage of material from source to site of work Av. 50m by H/L . ( to be paid as per actual distance involved at site) a) Sand
1
200
200.67
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Stone Agg. 20 mm and above upto 40 mm
1
216
216.94
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Providing and laying in position cement concrete of specified grade of reinforced cement conc. Including curring but excluding cost of centring and shuttering finishing and reinforcement. All works up to plinth level. 1:2:4 (1 cement 2 coarse sand 4 graded stone agg. 20 mm nominal size.
1
7104
7104.35
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Demolishing stone rubble masonry manually/ by Mechanical means including stacking of serviceable material and disposal of unserviceable material within 50M lead as per direction of engineer Incharge, in cement Mortar
1
1740
1740.45
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Supply of stones (Masonary)
1
700
700
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b) Stone Agg. below 20mm
1
11
11.04
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Random Rubble Masonry with hard stone in foundation and plinth including levelling up with cement concrate 1:6:12 ( 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size ) upto plinth level. Cement mortar 1:6 ( 1 cement 6 coase sand). Labour Rate
1
4590
4590.9
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Stone Agg. 20 mm and above upto 40 mm
1
12
12
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Carriage of material by H/L for subsequent additional 50m Lead. ( to be paid as per actual distance involved at site) a) Sand
1
43
43.69
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Stone Agg. 20 mm and above upto 40 mm
1
47
47.23
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Constructing Muthu bunds, comprising boulders and wood bushes in alternate layers including working in water situations.
1
1622
1622.25
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with. 1:2:4 (1 cement 2 coarse sand 4 graded stone 20 mm nominal size).
1
6591
6591.25
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Carriage of material by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 10.00 Km upto 20.00 Km/km a) Sand
1
13
13.09
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Silt clearance from canals inclusive of intitial lead and lift ( 50 mtrs and 1.5 mtrs) respctively wet.
1
184
184.95
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h) Stone
1
18
18.43
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Supply of stones ( Boulder)
1
500
500
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b) Stone Agg. below 20mm
1
200
200.74
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Dry Random Rubble Masonry with hard stone in foundation and plinth ( without bond stone)
Full Rate
1
2793
2793.8
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b) Stone Agg. below 20mm
1
43
43.69
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Stone Agg. 20 mm and above upto 40 mm
1
17
17.03
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Walls (any thicknes) including attached pilasters, buttresses, plinth & string courses, fillets, curves, and steps etc.
1
628
628.95
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Weed clearence from canal/khuls section including extraction of roots
1
13
13.45
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Demolishing cement concrete manually or by Mechanical means including disposal of material within 50 mtrs lead as per directions of engineer incharge: 1:4:8 or leaner mix
1
1064
1064.55
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h) Stone
1
12
12.98
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Hand packing stones in wire crates excluding cost of crates and stones.
1
371
371.15
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d) Earth
1
250
250.92
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d) Earth
1
13
13.8
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Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete a) welded
1
94
94.15
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Carriage of material by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 5.00 Km upto 10.00 Km/km a) Sand
1
15
15.66
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Providing and laying in position cement concrete of specified grade including curing but including the cost of centring and shuttering. All work upto plinth level with. 1:3:6 ( 1 cement 3 coarse sand 6 graded stone aggregrate 20 mm nominal size).
1
5733
5733.6
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Filling empty cement bags with sand / earth, including cost of sewing and strings , cost of bags and earth/ sand.
1
9
9.8
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d) Earth
-
43
74734.51
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Random Rubble Masonry with hard stone in foundation and plinth including levelling up with cement concrate 1:6:12 (1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size ) upto plinth level. Cement mortar 1:6 ( 1 cement 6 coase sand). Full Rate
1
5402
5402.9
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Supply of crates.
1
5000
5000
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Providing and laying in-situ concrete lining using M-10 nominal mix concrete (maximum size of aggregrete 20 mm nominal size) in beds
1
5391
5391.5
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Providing and fixing 20mm thick wooden planks ( for construction of temporary channel of canal section) (Fir wood )
1
763
763
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Slip clearnace in ordinary soils disposal lead upto 50 mtrs and lift upto 1.50 mtr
1
154
154.15
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h) Stone
1
15
15.4
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Providing and laying PVC pipes 200 mm dia
1
290
290
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supply of carpenter for cutting and making proper shape and fitting for canals/khuls section of plywood sheets/ C.G.I sheets etc.
1
770
770
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d) Earth
1
16
16.36
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Carriage of material from nearest Crusher to site of work including loading , unloading , stacking complete by Av. 05 Km by MT . ( to be paid as per actual distance involved at site)
a) Sand
1
200
200.74
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