Tender For Brengi Nallah- Construction Of Flood Protection Work On Various Tributaries Of ( Gawran/ Daksum/ Gadole/ Magam/ Koil/Khalshi/Dangl/Hakura Nallah Branch Of Brengi) Gawran Nallah At Rds=4550 M, 8800 M And Minor At Guridraman Gadool Nallah At
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Project Description
Tender for Brengi Nallah- Construction Of Flood Protection Work On Various Tributaries Of ( Gawran/ Daksum/ Gadole/ Magam/ Koil/Khalshi/Dangl/Hakura Nallah Branch Of Brengi) Gawran Nallah At Rds=4550 M, 8800 M And Minor At Guridraman Gadool Nallah At Rds= 7 Km+250 M, 12 Km+ 550 Daksum Nallah At Rd=4 + Km 780 M Amount.= Rs: 101.941 Lacs
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil: |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 4 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 5 | Cost of Stones |
| 6 | Collection of Stones Nallah From Various Pockets of Nallah Including Carriage. |
| 7 | 50 Mtrs. |
| 8 | 150 Mtrs. |
| 9 | 200 Mtrs. |
| 10 | 300 Mtrs. |
| 11 | 500 Mtrs. |
| 12 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 14 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses,string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etcupto floor V level, including curing but excluding the cost of centring, shutteringand finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 15 | Supply of 4mm Dia. G.I wire crates of size 16'x16' (Mesh size 4\\"x4\\") as per ISI Specification. |
| 16 | Carriage of Materials |
| 17 | Cement by an avg. lead of 05 Kms by MT & 100 Mtrs. by HL. |
| 18 | Cement by an avg. lead of 05 Kms by MT & 350 Mtrs. by HL. |
| 19 | Sand By an avg. lead of 38 Kms by MT & 100 Mtrs. by HL. |
| 20 | Sand By an avg. lead of 44 Kms by M.T & 310 Mtrs. by H.L. |
| 21 | Stone Agg. (20mm) By an avg. lead of 12 Kms by M.T & 100 Mtrs. by HL. |
| 22 | Stone Agg. (20mm) By an avg. lead of 15 Kms by M.T & 310 Mtrs. by H.L |
| 23 | Stones by An Avg. Lead of 06 KM by M.T and 100 Mtrs H.L |
| 24 | Crates by an avg. lead of 60 Kms & 100 Mtrs. by HL Please Enable Macros to View BoQ information |
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