Assam Rifles Tender
View complete overview of Manipur Assam Rifles Tender
Costs
EMD
₹ 4,94,560Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
Special Repair To Resurfacing Carpeting Of Existing Road And Drainage Work For Hq 22 Sect Ar At Jwalamukhi
Description
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Contact
Tender Id
2023_ARMHA_775183_1Bid Award Id
ViewTender No
11014/7867/22 Sect/SR/Engr-2023Tender Authority
Assam Rifles ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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Documents
Special repair to resurfacing / carpeting of existing road and repair of drain for HQ 22 Sect AR at Jwalamukhi and Special repair to resurfacing of roads alongwith drainage work and retaining wall for Assam Rifles at Jwalamukhi
BOQ Items
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) L=(215X2)+218=648M
29.47
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Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
180.78
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12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) L=218+215=433. B=(0.6X3)+(0.23X2)=2.26
3796.8
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
89.04
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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 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
10.8
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Supplying and stacking at site (loose filling). 90 mm to 45 mm size stone aggregate
100.8
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Road Work
Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.
7680
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Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 63 mm to 45 mm size stone aggregate
768
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
576
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Surface dressing on new surface with paving bitumen of grade VG 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete:
7680
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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm
7680
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Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in- Charge
25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity
7680
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Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. New work (Two or more coats)
168
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Providing and fixing crash barrier 312mm wide 2.7mm thick galvanised metal crash beam single row fixed with 16mm GI nut bolt with 100x50mm channel 60cm above ground level and fixed with PCC 1:3:6 (size 0.3x0.3x0.6) complete as per direction of Engr in Charge
200
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Supply and fixing 80cm dia pllycarvonate reflected convex mirror body made of ABS/fibre/plastoc "PIONEER SWIFT" model no PS-C80 with 108mtr with 50mm dia GI pipe stand and with clamp including exavation and PCC 1:3:6 size (0.3x0.3x0.6) complete as per direction of engr in charge
10
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Retaining Wall
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge for all kinds of soil
90.83
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.(Repair of one side drain and both side drain).
106.27
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) L=(215X2)+218=648M
17.71
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
0.61
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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 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
68.12
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Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
145.33
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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, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
2.72
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Supplying and stacking at site(loose filling). 90 mm to 45 mm size stone aggregate
2.45
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Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing
181.66
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter
79.02
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SCHEDULE `A' PART-II
(Repair of Road Work, Drain, Retaining wall)
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Road Work
Cutting road and making good the same including supply of extra Water bound macadam.
262.5
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate,watering and compacting to the required density
262.5
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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen
with mechanically operated spray unit fitted on bitumen boiler,
cleaning and preparing the existing road surface as per
specifications : On W.B.M. @ 0.75 Kg / sqm
13450
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25 mm compacted thickness with bitumen of grade VG-
30 @ 5% (percentage by weight of total mix) and lime
filler @ 2% (percentage by weight of Aggregate) prepared
in Drum Type Hot Mix Plant of 60-90 TPH capacity.
13450
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Repair of Drain
Clearing grass and removal of the rubish upto a distance of 50mtr outside the periphery of the area cleared.
4531.5
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Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
29.25
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12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
1235.25
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Retaining Wall
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
36.36
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
5
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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 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
20.2
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Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
49.92
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Providing and laying cement concrete in retaining wall, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, pillar, posts, studs, buttresses, string or lacking courses, parapets, coping, bed blocks, anchor blocks, plain windows sills, fillets, sunken floor, etc, up to floor five level, excluding the cost of centering shuttering and finishing 1:3:6 (1 cement : 3 coarse sand 6 graded stone aggregate 20 mm nominal size)
2.27
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Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine
sand) :Raised and cut pointing
75.75
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Evaluation Notes How It Works ?
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