Municipality Tender

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The Municipality has issued a formal invitation for competitive bids for Laying Of Piped Drain And Cc Road From H.no:1-114 To H.no:1-92, From H.no:1-105 To H.no:1-90, From H.no:1-103 To H.no:1-98 ,from H.no:1-118/2 To H.no:1-79, From H.no:1-108 To H.no:1-78 And From H.no:6-3/a To H.no:1-81/a In Srinivas Nagar Colony (sc Basthi) In Ward No.15 In Peerzadiguda Municipal Corporation Under Municipal General Funds 2024-25 (this Work Is Reserved For Sc Societies/individuals Only) in K.V.Rangareddy, Telangana, with an estimated contract value of Rs. 15,64,923. The bid opening date for this tender is 25-11-2024 and the last date for bid submission is 03-12-2024. Interested bidders for Municipality tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Municipality Tender

Opening Date25 Nov 2024
Closing Date3 Dec 2024
Tender Amount₹ 15,64,923 
Notes
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Laying of Piped Drain and 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 standered 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)

882

75

66150

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Laying of Piped Drain and CC Road;Groove cutting of 2-4mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of cc pavement

261

68

17792.37

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Laying of Piped Drain and CC Road;BLD-CSTN-2-8 (16) : Filling with useful 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)

47.04

42

1984.62

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Laying of Piped Drain and CC Road;PHE-LJSW-13: Supply, Lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and Spun yarn including cost and conveyance of pipe. (Reference to specifications BIS No. 6530/72)

100

2291

229166

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Laying of Piped Drain and CC Road;RBR-CCPV-5: Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 53 grade cement or any other type as per Clause 1501.2.2 M30 design mix (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 21- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.RMC M30

132.3

5718

756550.94

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Laying of Piped Drain and 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.

132.3

2460

325536.06

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Laying of Piped Drain and 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)

176.4

76

13547.52



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