Municipality Tender

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The Municipality has issued a formal invitation for competitive bids for Construction Of C.c.drain & C.c. Road At H.no. 2-3-22 To 2-3-6/2, 2-7-17/28 To 2-7-17/38, Kunta Area Perapalla Main Road, 2-7-18/5/a To 2-7-18/14 In Ward No.01 In Narayanpet Municipality. in Narayanpet, Telangana, with an estimated contract value of Rs. 12,24,710. The bid opening date for this tender is 18-04-2023 and the last date for bid submission is 27-04-2023. 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 Date18 Apr 2023
Closing Date27 Apr 2023
Tender Amount₹ 12,24,710 
Notes
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C C Road Drain W01;Using Concrete mixture all works up to Plinth Level: Plain Cement concrete nominal mix (1:4:8) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.

9.9

4579

45339.13

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C C Road Drain W01;Using Concrete mixture all works up to Plinth Level: Plain Cement concrete nominal mix (1:4:8) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.

46.43

4579

212635.94

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C C Road Drain W01;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 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.

89.1

6419

572013.09

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C C Road Drain W01;Carting of excavated Earth up to an initial lead of 5 KM including including loading ,unloading but excludding stacking charges etc., Comp.

186.9

71

13269.9

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C C Road Drain W01;Excavation for raodway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead up to 50m as per Technical Specification Clause 302.3 MORD.

186.9

276

51675.98

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C C Road Drain W01;saw cut joints for freshly laid concrete pavement including all material and labour charges ( Grooves 2-3mm) TBSC-T.I 15

244.8

92

22528.94

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C C Road Drain W01;Carting of excavated Earth up to an initial lead of 5 KM including including loading ,unloading but excludding stacking charges etc., Comp.

70.2

71

4984.2

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C C Road Drain W01;Plain Cement concrete nominal mix (1:3:6) prop (Cement : fine aggregate: coarse aggregate ) using 20mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.

15.18

8647

131269.51

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C C Road Drain W01;Earthwork in excavation for Pipe line / Drains as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

59.4

258

15328.76

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C C Road Drain W01;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH

10.8

715

7727.4

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C C Road Drain W01;Using Concrete mixture up to Plinth Level : Plain Cement concrete (M 15) Nominal Mix 1:2.5:5 (Cement : fine aggregate: coarse aggregate ) using 40, 20 & 10mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.

9.08

5361

48684.69



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