Police Department Tender
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Police Department Tender
Furnitures and Fixtures
GEM
Opening Date31 Jan 2025
Closing Date11 Feb 2025
Tender Amount₹ 1,46,03,881
Costs
EMD
₹ 2,92,078Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
GEM/2025/B/5894202Tender No
GEM/2025/B/5894202Tender Authority
Police Department ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
GEM & Bid Advisory Services
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Documents
ATCFINAL_f409480d-56a0-4567-b6211738316830570_rupendrashukla.pdf
list-of-categories-where-trials-are-allowed_1712126171.pdf
BOQ Items
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Depth not exceeding 1.5 m.
2082.5
118
245735
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Depth exceeding 1.5 m but not exceeding 3 m.
-
122
-
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Depth exceeding 3 m but not exceeding 4.5 m.
-
130
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil
3475.88
129
448388
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Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
1843.58
72
132737
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Extra for every additional lift of 1.5 m or part thereof in excavation. ( No extra lift is payable if work is done by mechanical means )
All kinds of soil.
-
30
-
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Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding 20cm in depth and dressing complete
Note: - Maximum thickness of this layer shall be 20 cm.
-
672
-
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Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete.
Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete.
3205.5
250
801375
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Preconstruction antitermite treatment to the building under construction by providing.
Stage 1: Treating the bottom and the sides (upto 30 cm height of the excavated trench @ 5 liters per sqm of the surface area.
Stage 2: After masonry/RCC work, the backfill in the immediate contact with the foundation structure treatment @ 7.5 liters per sqm. Of the vertical surface of the substructure for each side.
Stage 3: surface treatment by spreading emulsion over the plinth area before laying the base concrete under floors @ 5.0 litres/Sqm.
Stage 4: Pumping the emulsion in plinth masonry on filling side at floor junction @ 7.5 litres/Sqm.
Stage 5: Pumping the emulsion from outer side of the plinth below ground around the masonry @ 5.0 litres/Sqm as per I.S. 8944 Emulsion. (1Chlorpyrifos: 19 water) with five years service guarantee (Measurements to be taken for plinth area)
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-
-
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Note – Treatment should start when foundation trenches and pits are ready to take bed concrete or leveling course in foundations. Lying of bed concrete should start when the chemical emulsion has been absorbed by the soil and the surface is reasonably dry. Treatment should not be carried out when it is raining or when soil is wet with rain or subsoil water. This also applies to fill up soil within the plinth area before laying the subgrade for flooring.
3205.5
136
435948
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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 level :
With 20mm nominal size graded stone aggregate.
M-10 Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate
429.6
3890
1671125
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Providing and laying in position machine batched, machine mixed cement concrete (BMC) of M-25 grade for reinforced cement concrete work using cement content as per approved mix design including use of admixtures in recommended proportions as per IS 9103 to accelerate / retard setting, improve workability of concrete without impairing strength and durability as per direction of Engineer-in charge and pumping of concrete to site of laying and finishing but excluding the cost of centering, shuttering, and reinforcement. (Note: - Minimum cement content is 330 kg/cum) and no extra payment for extra cement used as per mix design.-
-
-
-
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All works upto plinth level.
907.34
6007
5450367
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All works above plinth level and upto floor five level.
-
6321
-
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Providing and laying in position ready mixed concrete (RMC) of M-25 grade for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.
Note: Minimum cement content is @ 330 kg/cum. (No extra payment for using extra cement as per requirement of mix design.)
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-
-
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All works upto plinth level.
-
6326
-
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All works above plinth level and upto floor five level.
-
6981
-
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Providing M-30 grade concrete instead of M-25 grade.
(Note : minimum cement content is @ 340 kg/cum)
-
-
-
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All works above plinth level and upto floor five level.
2077.88
7051
14651151
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Providing, hoisting and fixing up to floor two level precast reinforced cement concrete in lintels, manhole cover, shelves and like including setting in cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement with M 15 –Grade Concrete.
80
7830
626400
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Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
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Foundations, footings, bases of columns, etc. for concrete upto plinth level
891.2
190
169863
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Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc.
Uptoplinthlevel.
-
219
-
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Above plinth upto 3.6 m height from plinth level
9531.75
330
3145477
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Suspended floors, roofs, landings, balconies
and access platform.
9531.75
439
4190156
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Shelves(Cast in situ)
-
290
-
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Lintels, beams, girders, bressumers and cantilevers
7005.7
356
2494029
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Columns, Pillars, Piers, Abutments, Posts and Struts.
4179.82
471
1969531
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Extra for shuttering in circular work or any other geometrical shape (20% of respective centering and shuttering items).
65
427
27768
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Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof (Plan area to be measured)
Suspended floors, roofs, landing, beams and balconies (Plan area to be measured).
65
212
13780
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .
(Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.
2. No extra payment shall be done for overlaps and/or couplers.
3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786
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-
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Founadtion
119469.2
62
7514613
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Ground Floor
76746.04
62
4827326
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1st Floor
76746.04
62
4827326
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2nd Floor
76746.04
63
4842675
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3rd Floor
50918.44
63
3223137
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4th floor
5657.6
63
359258
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Total Schedule Amount without GST
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-
62084887
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Expansion joint
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-
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