Irrigation Department Tender
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Costs
EMD
₹ 5,24,084Document Cost
₹ 5,300Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ID_39149_17Bid Award Id
ViewTender No
01_RIDF_XXX_2024_25 Date_21_09_2024Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://https://irrigation.assam.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Item No.3:- Cost of dewatering in excavation of earthwork by running required no. of pumps including the cost of POL, hire charge, labour charge etc. and handling for a depth of maximum 3.2 M, complete as directed.
i) 5 H.P Diesel pump
1600
-
27.13
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ii) 10 HP Diesel Pump
800
-
27.13
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Cofferdam (Closing Bund)
-
-
-
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Item No.: 1:-Construction of whole bamboo single pallasiding with matured bhaluka bamboo post 7.5 cm to 10 cm dia 5 cm apart 1.5 M to 1.8 M above ground and 1 M to 1.2 M below ground with jati bamboo struts placed 1.2 M to 1.5 M apart tied RM Rs. 833.35 with galvanized wire with 16 G to 18 G complete with 3 rows of horizontal half jati bamboo kamies, complete as directed.
40
-
1177.57
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Item No.: 2:-Supplying and laying cement bags filled with sand , earth (as locally available) including stitching the mouth ,laying, fixing in position as directed complete with supply of bags sutlies etc. all complete.
4137.9
-
62.19
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Item No.: 3:- Labour charge for filling the cement bag with sand /earth (as locally available) including the same laying in position etc. all complete as directed.(Empty cement bag to be supplied by the department)
4137.9
-
34.91
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Item No.:4:-Earthwork in excavation in diversion / feeder channel 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 (A) In ordinary Soil
48
-
325.97
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Item No.: 5:- Earthwork in back filling of structures, obtained from outside borrow pits 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).
228
-
589.19
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Construction of Afflux Bund at U/S
-
-
-
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Item No.: 1:- 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.
B. Hard Soil (i) Soil with gravel or morum upto 50 mm size
546.97
-
592.55
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Item No.:2:- Earthwork in excavation in diversion / feeder channel 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.
100
-
525.28
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Item No.: 3:- 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.
36.37
-
944.83
... More
Item No.: 4: (a)Collection of one man size 25 cm to 30 cm hard riverboulder including stacking in measurable stacks of notmore than 1.00 M height at quarry site and complete as directed
72.74
-
1077.1
... More
Item No.: 5 Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For normal road upto 25.0 Km A.(ii) With Contractor's Profit & GST
3273.38
-
45.92
... More
Item No.: 6 :- Labour charge for spreading hard river gravel/broken stone/sand gravel mixer of size 13 mm to 38 mm to the required thickness including ramming and dressing the seat, before laying the materials as directed complete including all local carriage etc.
109.11
-
623.06
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Item No.: 7: Construction of 1 M x 1.00 M rectangular boulder sausage including supplying of materials with 25 cm to 30 cm size boulders collecting from a lead of 25 KM encased in 15 cm mesh of 8G hexagonal wire netting and filling the voids between the boulders with stone not exceeding 18 cm in size tied with 8G galvanized tying wire at 30 cm apart, laid in position as directed including necessary local carriage of materials, paying necessary forest royalty including providing 1 (one) no. of jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20 M apart driven at least 0.60 M below ground and tying with sausage etc, all complete as directed. (ii)With river boulder
50
-
5451.09
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Construction of Guide Bund at D/S
-
-
-
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Item No.: 1:- 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.
B. Hard Soil (i) Soil with gravel or morum upto 50 mm size
262.55
-
592.55
... More
Item No.:2:- Earthwork in excavation in diversion / feeder channel 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.
48
-
525.28
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Item No.: 3:- 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.
17.46
-
944.83
... More
Item No.: 4: (a)Collection of one man size 25 cm to 30 cm hard riverboulder including stacking in measurable stacks of notmore than 1.00 M height at quarry site and complete as directed
34.92
-
1077.1
... More
Item No.: 5 Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For normal road upto 25.0 Km A.(ii) With Contractor's Profit & GST
1571.22
-
45.92
... More
Item No.: 6 :- Labour charge for spreading hard river gravel/broken stone/sand gravel mixer of size 13 mm to 38 mm to the required thickness including ramming and dressing the seat, before laying the materials as directed complete including all local carriage etc.
52.37
-
623.06
... More
Item No.: 7: Construction of 1 M x 1.00 M rectangular boulder sausage including supplying of materials with 25 cm to 30 cm size boulders collecting from a lead of 25 KM encased in 15 cm mesh of 8G hexagonal wire netting and filling the voids between the boulders with stone not exceeding 18 cm in size tied with 8G galvanized tying wire at 30 cm apart, laid in position as directed including necessary local carriage of materials, paying necessary forest royalty including providing 1 (one) no. of jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20 M apart driven at least 0.60 M below ground and tying with sausage etc, all complete as directed. (ii)With river boulder
24
-
5451.09
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Construction of Head works
-
-
-
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Item No. 1 : Earthwork in excavation in foundation of head works 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).
(B) In soil mixed with gravel and boulder upto 30cm size (ii) For lead upto 60m and lift of 3 m
2210.46
-
652.87
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Item No. 2 : Providing and driving 'Z' type steel sheet pile of 0.69 M effective width, 8 mm thick and average weight 68.30 kg/M to specified level and lines including cutting to proper size, making holes including painting sheet piles with two coats of anticorrosive bitumen paint and dewatering including necessary tools and plants and all other accessories, complete as directed. (Portion of sheet pile are to be embedded in concrete shall not be painted).
3.96
-
262204.11
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Item No.3: CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately)
48.6
-
11324.07
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Item No.4: CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately)
U/S CC block (BW)
831.95
-
11324.07
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Item No. 5 : 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.
229.17
-
13661.96
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Item No. 6 : 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).
(a) Shuttering column, pier etc (Fitting and dismantling)
1186.65
-
571.11
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Item No. 7 : Providing scaffolding work with rows of bhaluka bamboo and jati bamboo horizontal one row jati bamboo cross and placing second class planks of 0.025 M thick in between the rows tying with coir strings lacing two nos. vertical jati bamboo at both end including dismantling the scaffolding etc, complete as directed.
156.54
-
111.58
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Item No. 8 : Supplying and laying of filter bajries in the gaps between the cement concrete protection block complete as directed. (6 mm to 20 mm size aggregates.Considering average distance from quarry to the work site = 25.00 Km)
4.31
-
2272.14
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Item No. 9 : Labour charge for spreading of hard river gravel or broken stone of size 13mm to 38mm to the required thickness including dressing and ramming the seat before laying the materials as directed with a lead upto 30 M and lift upto 1.5 M, complete as directed.
124.59
-
475.83
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Item No. 10 : Collectionand supply of one man size river blasted boulder from the quarry to different work site including loading and unloading and stacking site, complete as directed. (size 25 cm to 30 cm) (Distance=40 Km)
a) River boulder
115.2
-
3816.84
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Item No. 11 : Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope, pitching etc. with local carriage of boulders from a distance of 60M with lift up to 3M, complete as directed.
115.2
-
897.15
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Item No. 12 : Earthwork inback fillingof structures, obtained from outside borrow pits filling in 15 cmlayers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).
1592.03
-
589.19
... More
Item No. 13 : Cost of dewatering involved during earthwork in excavation of foundation trenches of canal structures (by pump) in soil mixed with silt and sand etc. Dewatering by using 1 no. 10 HP and 2 nos. 5 HP water pump
494
-
403.25
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Item No. 14 : Providing 75 mm dia. Weep Holes including supplying and fixing 75 mm dia PVC pipe in weep holes, complete as directed.
106
-
381.96
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Item No. 15 : Supplying 11/2" dia GI pipe for handrailing including fitting & fixing the same in position etc, complete as directed
190
-
381.96
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Item No. 16 : Supplying, fitting, fixing of steel gate of cross & head regulator as per design & drawing & specification including supplying of steel beams, channel section, rubber seal etc including all materials embedded partly where necessary & manually operated chorister equipments including carriage of all materials to work site complete.
7.14
-
85433.25
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Construction of RCC Main Canal (from Ch.0.0 m to 30 m)
-
-
-
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Item No.: 1: Earth work in excavation in foundation of canal structure in all type of soil as per design & drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to a safe distance from the working place & depositing the required soils in uniform layers, dressing, watering & breaking clods 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 soils (except soil mixed with gravel & boulders) (i) For normal lead of 30.0 m and lift of 1.5 m
41.18
-
366.01
... More
Item No.: 2: 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.
12.83
-
926.42
... More
Item No.: 3: 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
384.9
-
45.03
... More
Item No.: 4: Labour charge for spreading of hard river gravel or broken stone of size 13 mm to 38 mm to the required thickness including dressing and ramming the seat before laying the materials as directed with a lead upto 30 M and lift upto 1.5 M, complete as directed.
12.83
-
610.92
... More
Item No.5: CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. shingles of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately)
11.48
-
7591.52
... More
Item No.: 6: 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.
35.25
-
13395.74
... More
Item no. 7: RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirtwall etc. in proportion 1:1.5:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shttering, Scaffolding cost will be paid separately).
19.98
-
12744.64
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Item No.: 8: 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.
187.5
-
227.71
... More
Item No.: 9: Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at an interval of 10 M apart including laying, fitting the compound in proper position, etc, complete as directed.
3
-
555.55
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Item No.: 10: 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).
1222.2
-
577.7
... More
Construction of Earthen Canal (For a length of main 267 m)
-
-
-
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Item No.: 1: Earth work in excavation in foundation of canal structure in all type of soil as per design & drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to a safe distance from the working place & depositing the required soils in uniform layers, dressing, watering & breaking clods 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 soils (except soil mixed with gravel & boulders) (i) For normal lead of 30.0 m and lift of 1.5 m
120.15
-
391.52
... More
Item No.: 2: Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including 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, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity)
1257.57
-
847.2
... More
Construction of Canal Structure
-
-
-
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Construction of Outlet at RCC main Canal (for 2 nos.) Item No.: 1:- 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 soils (except soil mixed with gravel and boulders) (ii) For lead upto 60 M and lift of 3 M
0.68
-
365.99
... More
Item No.2: CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. shingles of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately)
0.12
-
7591.08
... More
Item no. 3: RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirtwall etc. in proportion 1:1.5:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shttering, Scaffolding cost will be paid separately).
0.32
-
12743.89
... More
Item No.: 4:- 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).
3.24
-
380.66
... More
Item No.: 5: 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.
0.41
-
13394.95
... More
Item No.6: 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) (ii) For 160 mm dia
2
-
1597.36
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150mm dia HP outlet (for 6 nos.)
-
-
-
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Item No. 1 : Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing in 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 compaction, complete as directed. (Including bailing out stagnant rain water where necessary).
(A) In all types of soils (except soil mixed with gravel and boulders) (ii) For lead upto 60 M and lift of 3 M
21.6
-
365.99
... More
Item No.2: CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. shingles of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately)
6.48
-
7591.08
... More
Item No. 3 : Supply and carriage of 150mm dia R.C.C. hume pipe from factory to the work site by truck including loading and unloading at both ends complete.
6
-
906.88
... More
Item No. 4 : Labour for fitting and fixing Hume Pipe in position with collers including joining the joints in cement mortar in prop. 1:3 and curing including carrying the same from the godown to site and complete as directed.
12
-
201.47
... More
Item No. 5 :12 mm thick cement plastering including clearing surface and curing complete as directed. In prop. 1:4
29.46
-
290.5
... More
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).
9
-
577.67
... More
Construction of Cattle cart Crossing (for 2 nos.)
-
-
-
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Item No.: 1:- 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).
In hard Soil (ii) Soil mixed with gravel or boulders upto 30 cm size
10.8
-
562.68
... More
Item No.: 2:- 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.
4.32
-
926.36
... More
Item No.3: CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. shingles of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately)
1.98
-
7591.08
... More
Item No.:4 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.
4.32
-
466.53
... More
Item No.: 5 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
132
-
45.02
... More
Item no. 6: RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirtwall etc. in proportion 1:1.5:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shttering, Scaffolding cost will be paid separately).
12.3
-
12743.89
... More
Item No.: 7: 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.
8.72
-
13394.95
... More
Item No.: 8:- 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).
39.72
-
559.95
... More
Item No.: 9:-Providing 75 mm dia. Weep Holes including supplying and fixing 75 mm dia PVC pipe in weep holes, complete as directed.
8
-
374.37
... More
Item No.:10. Earthwork in back filling of structures, obtained from outside borrow pits 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).
3.2
-
577.67
... More
Item No.: 11:- Dewatering of CC works considering 1 no. 10 HP and 1 no. of 5 HP pump including POL, carriage and operator's pay etc. (ii) With Contractor's Profit & GST
8.14
-
395.37
... More
Construction of Cattle Cart Crossing above RCC Branch Canal (for 2 nos.)
-
-
-
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Item No.: 1 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.
3
-
8360.6
... More
Item no. 2: RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirtwall etc. in proportion 1:1.5:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shttering, Scaffolding cost will be paid separately).
1.36
-
12743.9
... More
Item No.: 3. 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.
9.76
-
207.51
... More
Construction of Slab Culvert
-
-
-
... More
Item No.: 1:- 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 soils (except soil mixed with gravel and boulders) (ii) For lead upto 60 M and lift of 3 M
94.41
-
413.65
... More
Item No.2: CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. shingles of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately)
18.61
-
7591.08
... More
Item No.3: CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. shingles of size 6 mm to 20 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately)
13.1
-
11102.75
... More
Item no. 4: RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirtwall etc. in proportion 1:1.5:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shttering, Scaffolding cost will be paid separately).
3.05
-
12743.89
... More
Item No.:5. 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.
5.17
-
13394.95
... More
Item No.: 6:- 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).
232.32
-
559.95
... More
Item No.: 7:- 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).
20.02
-
408.49
... More
Item No.: 8:- 12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:3
61.32
-
308.8
... More
Item No.: 9. Earthwork in back filling of structures, obtained from outside borrow pits 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).
94.41
-
577.67
... More
HP double barrel Cross Drainage Works ( 0.60M dia )
-
-
-
... More
Item No. 1 : Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing in 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 compaction, complete as directed. (Including bailing out stagnant rain water where necessary).
(A) In all types of soils (except soil mixed with gravel and boulders) (ii) For lead upto 60 M and lift of 3 M
36.86
-
365.99
... More
Item No.2: CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. shingles of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately)
34.58
-
7591.08
... More
Item No.: 3. CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately)
2.08
-
11102.75
... More
Item No. 4 : Supplying of 0.60M dia RCC Hume Pipe with carriage complete as directed.
a. Hume pipe
12
-
4740.49
... More
b. Collar
12
-
541.03
... More
Item No. 5 : 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.
For 60 cm to 90 cm dia
30
-
308.07
... More
Item No. 6 : Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of C.C and R.C.C works etc. complete as directed. (Measurement to be taken on the face area timbered).
(Abutment / Return Wall / Piers / Pedestal etc.) With 38 mm thick wood plank
72.82
-
388.66
... More
Item No. 7 : 12 mm thick cement plastering including clearing surface and curing complete as directed. In prop. 1:4
19.96
-
290.5
... More
Item No. 8 : Earthwork in back filling of structure, obtained from outside borrow pits 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).
12.28
-
577.67
... More
Construction of Approach Road
-
-
-
... More
Item No. 1:6.26: 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 layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm 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.
A) Ordinary soil
442.12
-
470.49
... More
Item No. 2 : 1.6: Collection and supply of sand and gravel (40% sand and 60% gravel) of size 13mm to 38mm from approved quarry including loading, unloading and stacking in measurable stacks at work site up to a height of 1.00m including payment of forest royality etc.
22.5
-
935.64
... More
Item No. 3: 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 & VAT
675
-
45.48
... More
Item No. 3 : 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 30.00 M and lift 1.50 M. Complete as directed.
22.5
-
471.21
... More
Construction of Sign Board
-
-
-
... More
Item No.-1: Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed.
1
-
12221
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