Municipal Administration Department Tender
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Costs
EMD
₹ 27,272Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
567027Tender No
E1/2064/18/2024-25Tender Authority
Municipal Administration Department ViewPurchaser Address
-Website
http://tender.telangana.gov.in
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Documents
BOQ Items
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construction of Community hall;BLD-CSTN-6-13-(68) : Construction of Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard Granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water, stones etc., to site and excluding seigniorage charges but including sales & other taxes on all materials including labour for cutting stones to required size and shape, mixing of cement mortar, construction, curing etc.,and overheads & contractors profit complete for finished item of work for foundations and basement. (APSS No. 601 & 615) BGL
14.08
5203
73267.25
... More
construction of Community hall;BLD-CSTN-3-11-(28) : Plain Cement Concrete M 20 nominal mix using WEIGH BATCHER / MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 330 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate, coarse aggregate, water etc., to site including steel centering, shuttering, machine mixing, lift charges, laying concrete,vibrating, curing, overheads & contrctors profit etc., complete for finished item of work.
0.59
6810
4018.36
... More
construction of Community hall;RCC Roof Beams for Ground Floor
16.39
13871
227347.33
... More
construction of Community hall;175mm thick Staircase waist slab Ground Floor ( Ground to 1st floor )
2.13
11881
25249.82
... More
construction of Community hall;BLD-CSTN-3-16-(31)-C : Supply and placing of the M-25 Design Mix Concrete corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate sand, coarse aggregate, water etc., to site and sales & other taxes on all materials , centering using Steel scaffolding pipes, jack props, wallers, Foot plates, brackets, steel centering plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting of concrete mechanically, laying concrete, curing , overheads & contractors profit etc., complete but excluding seignorage charges, cost of steel and its fabrication charges for finished item of work (APSS No. 402) for RCC SLABS, BEAMS. Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the defference in cost shall be deducted. SLAB
39.37
13318
524366.27
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construction of Community hall;BLD-CSTN-3-15- ( 31 ) -B: Supply and placing of the M-25 Design Mix Concrete corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate sand, coarse aggregate, water etc., to site and sales & other taxes on all materials, centering using steel scaffolding pipes, jack props, steel centering plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting of concrete mechanically, laying concrete, curing , overheads & contractors profit etc., complete but excluding seignorage charges, cost of steel and its fabrication charges for finished item of work (APSS No. 402) for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS. Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the defference in cost shall be deducted. Columns
10.78
15013
161844.24
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construction of Community hall;Plinth Beams-
7.33
14633
107264.21
... More
construction of Community hall;Pedastals
7.17
12286
88092.77
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construction of Community hall;BLD-CSTN-3-14-(31) - A : Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate sand, coarse aggregate, water etc., to site and sales & other taxes on all materials , centering using Steel scaffolding pipes , jack props, wallers, Foot plates, brackets, steel centering plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc., and overheads & contractors profit complete but excluding seignorage charges, cost of steel and its fabrication charges for finished item of work (APSS No. 402) for PLINTH, PEDESTALS and FOOTINGS. Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only. The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the defference in cost shall be deducted. for Footings
30.61
11660
356921.17
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construction of Community hall;BLD-CSTN- 2-9 ( 17 ) - (Modification) : Back filling with useful available earth: excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
100.82
42
4253.6
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construction of Community hall;Carting of surplus excavated rock/ dismanteled CC/ RCC from the site to 5 Km distance including loading, unloading charges, conveyance charges, labour charges for dumping including all leads & lifts and other incidental and operational charges etc., complete.
7.6
74
565.44
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construction of Community hall;RBR-FNDN-4-I-(i) : Providing P.C.C- M 10 grade concrete for plain/reinforced concrete ( Nominal mix 1:3:6) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.
28.76
5590
160787.09
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construction of Community hall;BLD-CSTN-2-11 ; Earth work excavation in Hard rock (blasting prohibited)-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring,sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage and dewatering charges etc as per SS - 20 B (APSS 308).
10.13
1020
10341.82
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construction of Community hall;BLD-CSTN-2-2(10):Earth work excavation in Ordinary soils by Mechcanical Means-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth.
192.44
129
24894.04
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