Tender For Execution Of Soil Conservation Works (As Detailed Below) By Way Of Providing And Laying Of Crate Wire Protection Bunds (46 Nos), Drsm Check Dams (125 Cum), Bag Embankment (6000 No) And Crib Structure (13 Nos) At Tp Rangwar District Kupwara
Tender Overview
Project Description
Tender for Execution Of Soil Conservation Works (As Detailed Below) By Way Of Providing And Laying Of Crate Wire Protection Bunds (46 Nos), Drsm Check Dams (125 Cum), Bag Embankment (6000 No) And Crib Structure (13 Nos) At Tp Rangwar District Kupwara.
BOQ
| Sl. No. | Item Description |
| 1 | Execution of Soil Conservation works (as detailed below) by way of 46 No. of crate wire structures at TP Rangwar. |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 25 meter beyond 1m from cutting edge 46x16'x5'x1.375' = 5060 Cft or 143.28 Cum |
| 3 | Hand-packing stones in wire-crates; excluding cost of crates and stones 46x16'x4'x4' =11776 Cft Deduct 15% voids = 1766.40 Cft Total: = 10009.60 Cft or 283.4 Cum |
| 4 | Carriage of stones average lead of 250 m by head load (to be paid as per actual) quantity vide item No 2 |
| 5 | Supply of crate wire mesh (4”x4”) 4mm, including carriage up to site of work 46x 16'x16' = 11776 Sft Lids 92 x4'x4' = 1472 Sft Total = 13248 Sft or 1230.77 Sqm |
| 6 | Providing and laying of Bag embankment (6000 Bags) at TP rangwar |
| 7 | Supply of empty jute bags of superior quality well knitted without any damage including sewing the same after filling complete job 6000 no |
| 8 | 2 Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.Jute bags:1’-6”x4”x2’-6”= 1.23 cft or 0.035 cum x 6000 =210 cum |
| 9 | Carriage of empty bags/ hessian bags average 20 km by MT & 500m by HL = 6000 no |
| 10 | Errection of DRSM Check dams at TP Rangwar (125 Cum) |
| 11 | Construction of DRSM check dam with fashioning of stones to be used along the exposed faces with bond stones including earth work in excavation in all kinds of soils / ordinary rock/ hard rock (as per site ) in trench with an average minimum depth of 6” throughout the length of foundation including all necessary lead and lifts , excluding cost of stones & bond stones ,its carriage up to site of work, labour component ,supervision etc, complete job.(At Spots):-1x( 1.50m + 1.20m)/2 x 1.20m x 90.78m =147.06 cum D/d 15% voids = (-) 22.059 cumT= 125 cum |
| 12 | Construction of Crib structure (13 No) at TP Rangwar |
| 13 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 1 meter from cutting edge Horizontal 4x 3x 2’-0\\"x1'-6\\"x1'-6\\"= 54cft Vertical 2x3x 2'-0”x1'-6\\"x1’-6” = 27cftTotal 81 cft or 2.29 cum x 13 No = 29.77 cum (SSR 2020) |
| 14 | Supply of safeeda wood ballies/Live willow posts (minimum 125mm dia) of any length as required and carriage up to site of work complete 6x 10’-0” = 60rft 6x 8’-0’ = 48rft Total 108 rft or 32.92 rm x 13 = 427 rm |
| 15 | Supply of nails for fixing of clips etc. 4” nails = 1 kg 1.5” nails = 1/2 kg Total 1.5kg x 13 Nos = 19.5Kg |
| 16 | Supplying empty cement bags 60 nos=60no x 13 =780 Nos (SSR-2020) |
| 17 | Providing and fixing of mild steel iron clips of minimum 24 guage complete job 0.45 x 0.025m = 0.01 sqm x 18 = 0.18sqm@ 4.76kg= 0.85 kg x 13 Nos = 11.05kg |
| 18 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km also including ramming and watering of the earth in Layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 1'-6\\"x4”x2’-6\\"= 1.23 cft or 0.0349 cum x 60= 2.09cum X 13 = 27.17 cum |
| 19 | Carriage of empty bags average 20 km by MT60 no @ Rs 139.9/1000 (SSR-2020) x 13 Nos |
| 20 | Carriage of earth filled cement bags average head load of 450mQtty vide (7) = 2.09 cum x 13 = 27.17 cum (SSR-2020) |
| 21 | Labor for erection of crib wall including sewing of bags , laying it in position in layers as directed complete job: 6 labours per78crib x 13 = 60 labour @ Rs 503/ labour (SSR-2020) Please Enable Macros to View BoQ information |
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