Irrigation Department Tender
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Costs
EMD
₹ 5,88,014Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Rengma Flow Irrigation Scheme Under Aibp 2009-10 For The Year 2023-24_package_2
Description
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Contact
Tender Id
2024_ID_36468_1Bid Award Id
ViewTender No
JC (I)/E-Tender/2024/65Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://assamtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
... More
E/W in excavation of diversion/feeder chanal to the design section and grade by depositing the spoils in the form of an embankment on either side to the design section and grade in layers not exceeding 15 cm thick including clearing light jungle and trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal and free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing, bailing out stagnant rain water necessary complete as directed with a lead upto 30 M and lift upto 1.50 M.(Ordinary soil.).
40020
-
313.23
... More
Construction of Earthen canals
-
-
-
... More
Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc.
from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed (A) In ordinary Soi
6328.97
-
306.66
... More
Earthwork in filling in all soils in canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50% shrinkage allowance from the gross quantity).
2791.14
-
748.6
... More
Construction of One Row H/P Culvert
-
-
-
... More
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. In all types of soil (except soil mixed with gravel and boulder) (i) For normal lead of 30 M and lift of 1.50 M
71.12
-
358.69
... More
CC work in proportion 1:4:8 in foundation/ abutment /piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
Base of Face Wall
12.3
-
7591.08
... More
CC work in proportion 1:4:8 in foundation/ abutment /piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
Face wall
53.79
-
8106.44
... More
Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) (ii)With 38 mm thick wood plank
91.44
-
380.91
... More
Cost of R.C.C Hume pipe (NP3) 900 mm dia
10
-
3271.98
... More
Carriage Of 900mm dia Hume Pipe (NP3)
1
-
1409.76
... More
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.
10
-
561.13
... More
Supplying fitting fixing and laying reinforcement (TATA)in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.
0.23
-
13127.94
... More
12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:4
43.79
-
284.71
... More
C.C. work in lined canal in prop 1:2:4 with river shingles of size 6 mm to 20 mm free from dust, dirt and other foreign materials conforming to IS 2116-1965 and 5421962 as specified by the department, water used for mixing the mortar should be free from all impurities including laying the concrete over the subgrade, moistened thoroughly by hand placing / mechanical placing in canal of not more than 3 M sides with suitable joints in between including providing bed sleepers (cast-in-situ or pre cast) under joints in between including providing all sealing materials as per design and drawing before laying concrete including finishing the surface smooth, clean of all impurities with curing the bed by manual labours and side by sprinkling for at least 28 days etc, complete as directed. (Proper arrangement for obtaining clean water should be made at site).
4.95
-
8643
... More
E/W in back filling of structures, obtained from outside borrowpits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).
21.34
-
617.97
... More
Construction of Two Row H/P Culvert
-
-
-
... More
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. In all types of soil (except soil mixed with gravel and boulder) (i) For normal lead of 30 M and lift of 1.50 M
249.39
-
358.69
... More
CC work in proportion 1:4:8 in foundation/ abutment /piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
Base of Face Wall
52.74
-
7591.08
... More
CC work in proportion 1:4:8 in foundation/ abutment /piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
Face wall
174.31
-
8106.44
... More
Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) (ii)With 38 mm thick wood plank
327.51
-
380.91
... More
Cost of R.C.C Hume pipe (NP3) 900 mm dia
60
-
3271.98
... More
Carriage Of 900mm dia Hume Pipe (NP3)
3
-
2819.52
... More
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.
60
-
561.13
... More
Supplying fitting fixing and laying reinforcement (TATA)in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.
1.38
-
13127.94
... More
12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:4
147.27
-
284.71
... More
C.C. work in lined canal in prop 1:2:4 with river shingles of size 6 mm to 20 mm free from dust, dirt and other foreign materials conforming to IS 2116-1965 and 5421962 as specified by the department, water used for mixing the mortar should be free from all impurities including laying the concrete over the subgrade, moistened thoroughly by hand placing / mechanical placing in canal of not more than 3 M sides with suitable joints in between including providing bed sleepers (cast-in-situ or pre cast) under joints in between including providing all sealing materials as per design and drawing before laying concrete including finishing the surface smooth, clean of all impurities with curing the bed by manual labours and side by sprinkling for at least 28 days etc, complete as directed. (Proper arrangement for obtaining clean water should be made at site).
17.88
-
8643
... More
E/W in back filling of structures, obtained from outside borrowpits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).
74.82
-
617.97
... More
Construction of RCC slab Culvert at ch.50m of M2 Canal
-
-
-
... More
Earthwork in excavation in foundation of structures by means of Hydraulic Excavator in all soils including mud, silt, sandy clay from the river bed, etc, including clearing the side, dressing, etc. and removing the earth by loading to dumpers for further carriage to a safe distance, complete as directed.
76.95
-
883.77
... More
CC work in proportion 1:3:6 in foundation/ abutment/ piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
97.31
-
8395.16
... More
RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
8.61
-
10093.6
... More
Reinforced cement concrete work in slab, abutment cap and above abutment .pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately)
0.94
-
10680.15
... More
Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.
14.19
-
13127.94
... More
Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) With 19 mm thick plyboard
258.91
-
978.08
... More
12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:4
5
-
284.71
... More
E/W in back filling of structures, obtained from outside borrowpits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).
32.55
-
617.97
... More
Carriage of excavated materials obtained out of earthwork in excavation of foundation trenches of canal structures by truck and depositing the same in the near by low lying areas within a distance of 4 KM from the worksite including loading unloading at both ends complete as directed.
100.8
-
402.5
... More
Collection of sand gravel (40% sand and 60% gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and complete as directed.
18
-
990.99
... More
Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed.
18
-
1103.1
... More
Labour charge 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 1.50 M, complete as directed.
18
-
457.23
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