Soil And Water Conservation Department Tender
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Soil And Water Conservation Department Tender
Agriculture or Forestry Works
Eprocure
Opening Date12 Aug 2022
Closing Date23 Sep 2022
Tender Amount₹ 35,45,100
Costs
EMD
₹ 70,902Document Cost
₹ 3,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_SWCD_183770_3Bid Award Id
ViewTender No
NIT NO 05 of 2022-23 Dated 12.08.2022Tender Authority
Soil And Water Conservation Department ViewPurchaser Address
-Website
http://http://www.jkdosc.com/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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 upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 1 meter from cutting edge All kinds of soil
178.57
-
436
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Hand packing Stones in wire crates; excluding cost of crates and stones.
362.81
-
337.45
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Supply of Stone boulder (nallah) nominal size 225 mm (Stack measurements reduced by 15%)
308.39
-
400
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
30.59
-
198.7
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Supply at site B A Wire Crates of size 20’-0”x 4’-0”x 4’- 0” with 4”mesh and wire size of 4mm including lids and binding wire and carriage to site of work. (To be laid as per instructions of incharge site officer)
40
-
6000
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Carriage of different Materials from source to site of work: Stone average 10 KMs Mechanical Transport
308.39
-
287.32
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Carriage of different Materials from source to site of work: Stone average 200 Meter by Manual Transport
354.98
-
401.73
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DRSM work
-
-
-
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DRSM works: Erection of DRSM Check dams as anti soil erosion measure incl all operations as per Forest Schedule (The rate includes the cost of collection, carriage of stones to the work site, fashioning of stones to be used along the exposed faces in the construction of DRSM)
196
-
1099
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Construction of Live Crib structures
-
-
-
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Construction of Live Crib structures for control of Soil Erosion with a dimension of 10ft Length x 4ft Breadth x 4ft Height incl. all operations as per norm (the rate incl. cost of 6 Nos live wooden poles of 8ft length & average mid girth of 9" to 10") to be fixed 2' deep in soil and 6 Nos wooden poles (10ft long with average mid girth of 12' to 16" Nos. for horizontal crossing 3Nos in each side), filling of 50 Nos of earthen bags & planting of cutting of live brush wood material etc.) with all operation as per PWD schedule
50
-
8000
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Laying of Gabion Structure
-
-
-
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Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed : Alll kinds of soil
139.5
-
188.75
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Hand packing Stones in wire crates; excluding cost of crates and stones.
391.5
-
337.45
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Supply of Stone boulder (nallah) nominal size 225 mm (Stack measurements reduced by 15%)
332.78
-
400
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
14.4
-
198.7
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Supply of Zinc coated Gabions mechanically woven double twisted hexagonal in shape having wire mesh zie of 100 x 120 mm and having mes wire dia 2.7 mm, Selvedge Wire dia : 3.4 mm and lacing wire dia: 2.2 mm and PVC coating thickness (To be laid as per instructions of incharge site officer)
2617.54
-
112
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Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1 ½ :3 (1 Cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominal size
8.4
-
8552.85
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Centring and shuttering including strutting, propping etc and removal of form for : Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc
42
-
573.85
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Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level : Cold twister bars
150
-
79.25
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Carriage of different Materials from source to site of work: Stone average 9 KMs Mechanical Transport
332.78
-
272.06
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Carriage of different Materials from source to site of work: Gabions average 25 KMs by Mechanical Transport
2.62
-
668.26
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Carriage of different Materials from source to site of work: Cement average 3 KMs Mechanical Transport
3.36
-
133.41
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Carriage of different Materials from source to site of work: Sand average 1 KMs Mechanical Transport
3.78
-
118.75
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Carriage of different Materials from source to site of work: Bajri average 10 KMs Mechanical Transport
7.56
-
244.22
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Construction of Platform of old Existing Well
-
-
-
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Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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 upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 25 Mt beyond 1 meter from cutting edge : All kinds of Soil:
2.88
-
524.4
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:5:10 (1 cement: 5 coarse sand :10 graded stone aggregate 40mm nominal size) (A) Crushed
2.06
-
4029.15
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) crushed
0.88
-
5877.45
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Providing and Laying Cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring , shuttering and finishing with 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size)
8.06
-
7542.4
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Random Rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement : 6 Coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with cement mortar 1:6 (1 Cement : 6 coarse sand)
1.44
-
4400.5
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Centring and shuttering including strutting propping etc and removal of form work for.- Foundations, footings, bases of columns
40.32
-
262.3
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Dumping stone excluding cost of stones in Horizontal on level
3.92
-
216.4
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Supply of Stone boulder (nallah) nominal size 225 mm (Stack measurements reduced by 15%)
3.33
-
400
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
2.35
-
198.7
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Carriage of different Materials from source to site of work:Sand average 1 KMs Mechanical Transport
5.45
-
118.75
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Carriage of different Materials from source to site of work: Bajri above 400mm average 9 KMs Mechanical Transport
1.85
-
251.36
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Carriage of different Materials from source to site of work: Bajri upto 40mm average 9 KMs Mechanical Transport
8.04
-
231.25
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Carriage of different Materials from source to site of work: Cement average 2 KMs Mechanical Transport
3.28
-
119.6
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Carriage of different Materials from source to site of work: Stone average 9 KMs Mechanical Transport
4.77
-
272.06
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Construction of New Pond
-
-
-
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Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30cm measured at height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared.
468.75
-
11.36
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Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed : (80% All kinds of soil)
576
-
188.75
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Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed : (20% Ordinary Rock)
144
-
378.35
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Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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 upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 25 Mt beyond 1 meter from cutting edge. (80% All kind of soil)
55.08
-
524.4
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Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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 upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 25 Mt beyond 1 meter from cutting edge. (20% Ordinary Rock)
13.77
-
922.35
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Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. (80% All Kind of Soil)
32
-
539.35
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Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. (20% Ordinary Rock)
8
-
855.65
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:5:10 (1 cement: 5 coarse sand :10 graded stone aggregate 40mm nominal size) (A) Crushed
23.3
-
4029.15
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) crushed
7.16
-
5877.45
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Random Rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement : 6 Coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with cement mortar 1:6 (1 Cement : 6 coarse sand)
122.98
-
4400.5
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Centring and shuttering including strutting propping etc and removal of form work for.- Foundations, footings, bases of columns
105.4
-
262.3
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Providing and Laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compacting and of approved size and design / shape laid in required colour and patterns over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc all complete (as per direction of work initiating officer)
138
-
770.6
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
28.38
-
198.7
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Carriage of different Materials from source to site of work: Sand average 1 KMs Mechanical Transport
53.55
-
118.75
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Carriage of different Materials from source to site of work: Bajriabove 40mm average 9 KMs Mechanical Transport
20.97
-
251.36
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Carriage of different Materials from source to site of work: Bajri upto 40mm average 9 KMs Mechanical Transport
27.34
-
231.25
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Carriage of different Materials from source to site of work: Cement average 2 KMs Mechanical Transport
16.42
-
119.6
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Carriage of different Materials from source to site of work: Stone average 9 KMs Mechanical Transport
122.98
-
272.06
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Add cost of providing and laying of over-flow pipe including earthwork, concreting, cost of pipe etc. (Complete Job)
1
-
14000
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Add cost of providing and fixing cement concrete benches incl all operations. (Complete Job)
5
-
10000
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Providing and fixing of Angle iron (40x4x4mm) Sign board fixed with iron sheet of size 4’ x 3’ with total leg height of 8’ including 1.5’ embedded underground in cement concrete. (Including cost of Painting color and letter writing. The color and matter to be written shall be provided by the officials of department)
1
-
4000
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Providing and Fixing of Tree Guard including all operations (complete Job)
61
-
1000
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