Industries And Commerce Department Tender
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Costs
EMD
₹ 2,60,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ICD_38652_1Tender No
SIDC/CD/NIT/2024-25/7619Tender Authority
Industries And Commerce Department ViewPurchaser Address
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GEM & Bid Advisory Services
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Documents
BOQ Items
All kinds of Soil
1274.35
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Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
144.38
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63 mm to 45 mm size stone aggregate
993
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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 .
993
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
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With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
993
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
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80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
3310
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforce- All work up to plinth level 1 : 1. 5 :3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources)
92.68
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Drain
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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m 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. All kinds of Soil
400
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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 :
-
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1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
28.13
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass
concrete
1200
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
Thermo-Mechanically Treated bars of grade Fe-500D or more.
11231.6
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de
rived from natural sources)
90
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Boundary Wall
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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m 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. All kinds of Soil
30
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 meter and lift upto 1.5 meter.
4.09
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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 :
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1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
4.32
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Centering and shuttering including strutting, propping etc and removal of forms of all heights.
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Foundations, footings, bases of columns, etc for mass concrete.
4.5
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Lintels, Beams, plinth beams , girders , bressumers, cantilevers. (Tie Beam & Top Beam)
119
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Columns, Pillars, Piers, Abutments, Posts and Struts.
64.5
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
1607.64
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
1191.36
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
-
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natura sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
18.78
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Reinforced cement concrete work in walls (any thickness), includingattach ed pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and
reinforcement :
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:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
8.13
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in
all shapes and sizes in :
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Cement mortar 1:4 (1 cement : 4 coarse sand)
15.94
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CEMENT PLASTER (IN FINE SAND)
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12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
19.5
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15 mm cement plaster on the rough side of single or half brick wall of
mix :
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1:4 (1 cement: 4 fine sand)
153
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20 mm cement plaster of mix :
153
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Finishing walls with Acrylic Smooth exterior paint of required shade :
-
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New work (Two or more coat applied @ 1.67 ltr/10 sqm
over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
306
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Evaluation Notes How It Works ?
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