Department Of Municipal Administration-DOMA has published Development Of Dumping Yard - Components - Compound Wall - Road - Drilling Of Bore Well - Watch Men Quarter - Composting Shed By Peb & Drcc Shed By Peb Process Etc In Nagarkurnool Municipality Under 14Th Fc 2018-19 Grants.. Submission Date for this Tender is 02-11-2020. Building Work Tenders in NAGARKURNOOL Telangana. Bidders can get complete Tender details and download the document.
| S.No | Subwork Name | Specification Number | Quantity | UOM | Rate(INR) | Amount(INR) |
|---|---|---|---|---|---|---|
| 1 | Development of Dumping yard | APSS | 379.44 | One cum | 273.40 | 103738.90 |
| Granular (Gravel) Collectin & Spreading of Gravel with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD | ||||||
| 2 | Development of Dumping yard | APSS | 6334.70 | One cum | 77.26 | 489418.92 |
| Saw cut joints for freshly laid concrete pavement including all material and labour charges(Grooves 2-3mm) | ||||||
| 3 | Development of Dumping yard | APSS | 7694.20 | One cum | 90.00 | 692478.00 |
| Vaccum drying of freshly laid cement concrete loor using 100% air tight suction mat of suitable size and length , vaccum pump to maintain vaccum pressure 0.7- 0.8 atmosphere as per the standard procedure floating with power floater ,mechanical travelling,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 workas( As per quotation) | ||||||
| 4 | Development of Dumping yard | APSS | 1154.13 | One cum | 6112.39 | 7054492.67 |
| 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 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. | ||||||
| 5 | Development of Dumping yard | APSS | 597.87 | One cum | 3990.59 | 2385854.04 |
| Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture.All work upto plinth level.BLD-CSTN-2-5 | ||||||
| 6 | Development of Dumping yard | APSS | 384.71 | One cum | 832.38 | 320224.91 |
| Collection & Spreading with Carted Stone Crushed Dust Collected in required thickness as per Technical specification 307 MORTH | ||||||
| 7 | Development of Dumping yard | APSS | 230.83 | One cum | 247.25 | 57072.72 |
| Excavation for roadway 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 MORDeRBR-EEcD-5(i) 15% of total | ||||||
| 8 | Development of Dumping yard | APSS | 1308.01 | One cum | 62.87 | 82234.59 |
| Excavation for roadway in soil by machancal means including cutting and pushing the earth to side of embankment upto lead of 100 meters including triming bottom and side slops in accordance with requirementof 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-chargeRBR-EECD-8c 85% of total |
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