Irrigation Department Tender
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Costs
EMD
₹ 85,266Document Cost
₹ 900Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_ID_37528_1Bid Award Id
ViewTender No
SEI/T-27/ET-1/2024-25/162Tender Authority
Irrigation Department ViewPurchaser Address
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Documents
BOQ Items
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CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stoneaggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete asdirected. (Shuttering, scaffolding cost will be paid separately).
26
-
9811.68
... More
12 mm cement plastering including clearing surface and curing, complete as directed.
(ii) In proportion 1:4
63
-
295.91
... More
Repairing of Main Canal Rectangular Section
-
-
-
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River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc, complete as directed as specified.
25.56
-
2125.88
... More
Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.
63.91
-
842.11
... More
CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stoneaggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete asdirected. (Shuttering, scaffolding cost will be paid separately).
6.39
-
9811.68
... More
1st class brick work in cement mortar in abutment and wing wall, parapet wall etc,including racking out joints and curing etc, complete as directed.(i) In proportion 1:4
10.7
-
13494.9
... More
12 mm cement plastering including clearing surface and curing, complete as directed.
(ii) In proportion 1:4
42.78
-
295.91
... More
Repairing of Main Canal Bed and Side walls From Ch. 0.00m to Ch.900.00m at different stretches
-
-
-
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Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete. : Carriage up to lead of 30 M and lift upto 1.50 M
892.8
-
372.9
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Labour for preparation of subgrade of lined canal section as per design drawing and grade by ramming and rolled to level and according to the required cross section of the typical lined canal including cutting, filling the existing canal section where necessary compacting the earth in layers in not more than 15 cm thick to form a firm compacted bed & side for lining including watering to obtain required moisture content where necessary etc, complete as directed. (i) For ordinary soil
892.8
-
68.23
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Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.
88
-
826.18
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CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stoneaggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete asdirected. (Shuttering, scaffolding cost will be paid separately).
95.68
-
9625.89
... More
12 mm cement plastering including clearing surface and curing, complete as directed.
(ii) In proportion 1:4
956.8
-
290.31
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Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete as directed.
770.4
-
465.51
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Sub canal from Main canal at different chainage 6 nos.
-
-
-
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Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete. : Carriage up to lead of 30 M and lift upto 1.50 M
138
-
380.18
... More
Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.
138
-
842.11
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CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stoneaggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete asdirected. (Shuttering, scaffolding cost will be paid separately).
23
-
9811.68
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1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. Including racking out joints and curing etc. complete (ii) In proportion 1:4 .
23
-
13494.91
... More
12 mm cement plastering including clearing surface and curing, complete as directed.
(ii) In proportion 1:4
368
-
295.91
... More
Supplying, fitting, fixing PVC pipes (IS 12818, 6 kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W foundation trenches will be paid separately).
32
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770.94
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Construction of Hume Pipe Cross-Drainage Works [ 2 Rows -5 No. Each row - 900 Ø ]
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-
-
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Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary).
A. All type of soils except soil mixed with gravel & boulders. (ii) For normal lead of 60.0 m and lift of 3.0 m
34.82
-
372.81
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Collection of sand gravel (40% sand and 60% gravel of gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.
15.54
-
943.64
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Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For normal road upto 25.0 Km (ii) With Contractor's Profit & GST
699.3
-
45.86
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Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.5 M, complete as directed.
15.54
-
622.27
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Cement concrete work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately)
28.66
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9453.81
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Supply and Carriage of 0.9 M Dia Hume Pipe 2.5 m length including Coller to site godown complete as directed
20
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17567.52
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Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed
(iii) For 90 cm to 120 cm
50
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583.21
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Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). Shuttering (Beam) without Prop.
133.84
-
280.88
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Earth work in back filling of structure obtained from outside borrow pits filling in 15cm layers, ramming, dressing, watering including paying compensation of land if any (with lead upto 30.0 m and lift 1.50m).
34.82
-
474.5
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