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Advance Action Work Of Rdf-Ii Devipura Kalimata Road Sahpura 2024-25 - Ditch Fencing: Size-1.50M At Base,0.90M, At Top And 1.20M. High(Rates Are For Volume Including Voids) Laying Of Dug Up Sail On Inner Side Of The Plantation And Removing Boulders Fro, Jaipur-Rajasthan

Forest Department has published Advance Action Work Of Rdf-Ii Devipura Kalimata Road Sahpura 2024-25 - Ditch Fencing: Size-1.50M At Base,0.90M, At Top And 1.20M. High(Rates Are For Volume Including Voids) Laying Of Dug Up Sail On Inner Side Of The Plantation And Removing Boulders Fro. Submission Date for this Tender is 03-01-2025. Plantation Work Tenders in Jaipur Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

46893704
Advance Action Work Of Rdf-Ii Devipura Kalimata Road Sahpura 2024-25 - Ditch Fencing: Size-1.50M At Base,0.90M, At Top And 1.20M. High(Rates Are For Volume Including Voids) Laying Of Dug Up Sail On Inner Side Of The Plantation And Removing Boulders Fro
Open Tender
Indian
Rajasthan
Jaipur
03-01-2025

Tender Details

Advance Action Work of RDF-II Devipura Kalimata Road Sahpura 2024-25 - Ditch fencing: Size-1.50m at base,0.90m, at top and 1.20m. high(rates are for volume including voids) laying of dug up sail on inner side of the plantation and removing boulders from it. Mechanically 2149 Rmt Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar/boulders, Morrum 552 Rmt x 1.44794.88 cum Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard/dense soil 1001 Rmt x 1.44=1441.44 cum Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Soft/Loose soil 596 Rmt x 1.44= 858.24 cum Layout of 2000 Rmt.DCCT Digging of Deep Continuous Contour Trenches (DCCT) (Size (1.50 +0.50)/2 x 1.00 m) (Mechanicially) Hard soil mixed with Kankar/boulders, Morrum 2000 Rmt x (1.5+0.5/2x1) = 2000 cum Layout for excavation of pits Digging of new pits of size 0.45 x 0.45 x 0.45 т оr (0.50+0.40)/2 x (0.50+0.40)/2 x 0.45 m Hard soil mixed with Kankar/boulders, Morrum 5000 Pits x(0.45x0.45x0.45) 455.625 cum Hard/dense soil 2500 Pits x(0.45x0.45x0.45) 227.8125 How Talai Work to be executed by mechanical means Talai Work to be executed by mechanical means Earth work for bund/embankment, in dry or moist soil, with the help of tracter attached with scraper including layer of 15cm breaking of clods sorting of grasses pebblesetc, and dressing in required profile when compacted manually within initial lead of 30m andlift 1.5 rate of tractor with pol & scrapper (excluding the charges of watering and compactin (2Nos) as per requirement of the site in hard soil Advance Action Work of RDF-II Mamtori Khurd Sahpura 2024-25 Rate - Ditch fencing: Size-1.50m, at base, 0.90m. at top and 1.20m. high(rates are for volume including voids) laying of dug up soil on inner side of the plantation and removing boulders from it. Mechanically 3717.14 Rmt Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard/dense soil 2500 Rmt x 1.443600 cum Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Soft/Loose soil 1217.14 Rmt x 1.44=1752.68 How Layout of 1000 Rmt. DCCT Digging of Deep Continuous Contour Trenches (DCCT) (Size (1.50 +0.50)/2 x 1.00 m) (Mechanicially) Soft/Loose soil 1000 Rmt x (1.5+0.5/2x1) = 1000 cum Layout for excavation of pits Digging of new pits of size 0.45 x 0.45 x 0.45 m or (0.50+0.40)/2 x (0.50+0.40)/2 x 0.45 m Soft/Loose soil 5000 Pits x( 0.45x0.45x0.45)=455.625 How Talai Work to be executed by mechanical means Earth work for bund/embankment, in dry or moist soil, with the help of tracter attached with scraper including layer of 15cm breaking of clods sorting of grasses pebblesetc, and dressing in required profile when compacted manually within initial lead of 30m andlift 1.5 rate of tractor with pol & scrapper (excluding the charges of watering and compactin (2Nos) as per requirement of the site in soft/ordinary soil

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INR 15.59 Lakhs /-
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