Municipal Administration Department Tender

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Municipal Administration Department Tender

Works
Civil And Construction
Road Construction
Opening Date8 Jun 2024
Closing Date15 Jun 2024
Tender Amount₹ 6,69,542 
Notes
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cc Road;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

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cc Road;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.

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9481

9482

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cc Road;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)

6

773

4643

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cc Road;TBSC-T.I-15 Saw cut joints for freshly laid concrete pavement including all material and labour charges 2-3MM

136.8

97

13367

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cc Road;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)

475

75

35625

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cc Road;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)

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476

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cc Road;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.

71.25

5816

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cc Road;RBR- SBBS-11B Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

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2160

162017

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cc Road;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)

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5742



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