Municipality Tender

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Municipality Tender

Civil And Construction
Drainage Work
Opening Date29 Jun 2023
Closing Date14 Aug 2023
Tender Amount₹ 3,69,599 
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BOQ Items

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lingala satyanarayana;Plain Cement concrete (1:4;8) using 40 mm metal with concrete mixture nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, Countryes & other taxes on all materials, all operational, incidental, and labor charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work

3.54

4433

15695.65

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lingala satyanarayana;Supply and Filling of Quarry Rubbish as per drawing and technical specification Clause 305.3.9 MORD & 304 MORH including cost,conveyance etc.,

1.77

324

574.72

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lingala satyanarayana;Earth work excavation for structures as per drawing and technical specifications Clause 305.1 including settting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD/304 MORTH.

21.24

258

5481.19

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lingala satyanarayana;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 Quotation)

197.2

90

17748

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lingala satyanarayana;Saw cut joints for freshly laid concrete pavement including all material and labour charges TBSC-T.I-15

58

92

5337.74

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lingala satyanarayana;Construction of plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher 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 needle, scareed and 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.

29.58

6147

181842.46

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lingala satyanarayana;Plain Cement concrete (1:4;8) using 40 mm metal with concrete mixture nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, Countryes & other taxes on all materials, all operational, incidental, and labor charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work

14.79

4433

65575.9

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lingala satyanarayana;Supply and Filling of Quarry Rubbish as per drawing and technical specification Clause 305.3.9 MORD & 304 MORH including cost,conveyance etc.,

9.86

324

3201.54

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lingala satyanarayana;Removal of unsuitable soil including earth work excavation with hydraulic excavator of 0.9Cum bucket capacity including cutting and loading in tippers,trimming bottom and side slopes in accordance with requirement of lines grades and cross sections and transporting to the embankment location with all lifts and lead up to 1000m as per techinacl specifications Clause 302.3 MORD/301MORTH.

19.72

103

2032.54



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