Municipal Administration Department Tender
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Costs
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Description
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Contact
Tender Id
516276Tender No
E1/1748-4/2024-25Tender Authority
Municipal Administration Department ViewPurchaser Address
-Website
http://tender.telangana.gov.in
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Documents
BOQ Items
cc patch;BLD-CSTN-9-21-(119) :Providing cladding with High Polished Granite 16 to 18 mm thick up to 8'-00 (2.43 M) black length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, Note: (b) For dadooing or cladding items, data for relevant Skirting Items may be adopted adding the cutting charges of the stones/ tiles as the case may be)
0.86
3882
3339
cc patch;Construction of Inauguration/ Foundation Masonry Pedestal with earth work excavation, PCC bed, RR Masonry, Brick Work, Plastering, White washing and polished shabad flooring suitable for fixing granite stone of size 2.5' x 5' including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work.
1
9481
9482
cc patch;Repirs of sewer circular conical manhole as per type design using flyash Bricks of size 225 x 10 x 6 cms having minimum Crushing strength 75 Kgs Per Sqm as per IS:12894-1990 - CLASS - 7.5 using Sulphete resisting cement in CM (1:3) prop; of M15 (1:2.5:5) prop. using 20mm HG metal for benching and channels, inside plastering with 20mm thick using Sulphete resisting cement in CM (1:3) prop; and outside plastering with 20mm thick using OPC in CM (1:3) prop;fixing of 560mm dia manhole frame and cover (HD-20) and and all other incidental and operational charges etc., complete.(0.9 mtx0.9mt)
15
773
11608
cc patch;TBSC-T.I-15 Saw cut joints for freshly laid concrete pavement including all material and labour charges 2-3MM
79.8
97
7797
cc patch;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work. (As per EE, Saroor Nagar, Circle-5, GHMC T.S.No. 104/2018-19 Dt.27.07.2018)
281.2
75
21090
cc patch;Amendment 2021-22 BLD-CSTN-2-8 (16) : Filling with Gravel 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)
17.76
476
8470
cc patch;Supply and placing of Ready Mix Concrete M 30 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, curing for 21 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete.(RMC-M30) Note:The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design.
22.26
5571
124013
cc patch;Supply and placing of Ready Mix Concrete M 30 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, curing for 21 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete.(RMC-M30) Note:The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design.
42.18
5816
245321
cc patch;BLD-CSTN-2-8 (16) : Filling with Stone Dust (below 2.36mm stone chips) 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)
23.03
1207
27813
cc patch;RBR-EECD-8(c) : Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- (Hydraulic Excavator)
69.05
76
5287
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