Tender For Execution Of Soil Conservation Works (As Detailed Below) By Way Of Providing And Laying Of Crate Wire Protection Bunds (40 Nos) Bag Embankment (4000 Nos) Andcrib Structure (10 Nos) & Upgradation Of Natural Spring At Warson 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 (40 Nos) Bag Embankment (4000 Nos) Andcrib Structure (10 Nos) & Upgradation Of Natural Spring At Warson District Kupwara.
BOQ
| Sl. No. | Item Description |
| 1 | Execution of Soil Conservation works (as detailed below) by way of 40 No. of crate wire structures at Warson. |
| 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 40x16'x5'x1.375' = 4400 Cft or 124.50 Cum |
| 3 | Hand-packing stones in wire-crates; excluding cost of crates and stones 40x16'x4'x4' =10240 Cft Deduct 15% voids = 1536 Cft Total: = 8704 Cft or 246.5 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 40x 16'x16' = 10240 Sft Lids 80 x4'x4' = 1280 Sft Total = 11520 Sft or 1070.23 Sqm |
| 6 | Providing and laying of Bag embankment (4000 Bags) |
| 7 | Supply of empty jute bags of superior quality well knitted without any damage including sewing the same after filling complete job 4000 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 4000 =140 cum |
| 9 | Carriage of empty bags/ hessian bags average 20 km by MT & 500m by HL = 4000 no |
| 10 | Construction of Crib structure (10 No) at Warson |
| 11 | 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 10 No = 22.9 cum (SSR 2020) |
| 12 | 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 10 = 329.2 rm @ Rs 60/m (SSR-2020) |
| 13 | Supply of nails for fixing of clips etc. 4” nails = 1 kg 1.5” nails = 1/2 kg Total 1.5kg x 10 Nos = 15 Kg (SSR-2020) |
| 14 | Supplying empty cement bags 60 nos=60no x 19 =600 Nos (SSR-2020) |
| 15 | 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 10 Nos = 8.5 kg |
| 16 | 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 10 = 20.9 cum |
| 17 | Carriage of empty bags average 20 km by MT60 no @ Rs 139.9/1000 (SSR-2020) x 10 Nos |
| 18 | Carriage of earth filled cement bags average head load of 450mQtty vide (7) = 2.09 cum x 10 = 20.9 cum (SSR-2020) |
| 19 | Labor for erection of crib wall including sewing of bags , laying it in position in layers as directed complete job: 6 labours per crib x 10 = 60 labour |
| 20 | Up-gradation of Natural Spring at Warson |
| 21 | 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: All kinds of soils. Wall: 1x(52x2x2) = 208 Cft or 5.89 Cum |
| 22 | P/L dry Stone Soling duly hand packed & consolidated with hand rammers, including all costs & carriages and head load, complete job. Wall: 1x(52x2x0.33) = 34.32 Cft or 0.97 Cum |
| 23 | 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), including cost of carriage complete and head load. Wall: 1x(52x2x0.25) = 26 Cft or 0.74 Cum |
| 24 | 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), including cost of carriage and head load. Wall U/G: 1x(52x2x1.5) = 156 Cft A/G: 1x(52x1.25x2) =130 Cft Bowl: 1x(12x1x1.5) = 18 Cft : 1x (3x3x1) = 9 Cft Total: = 313 Cft or 8.86 Cum |
| 25 | Centering and shuttring including strutting propping etc. and removal of form work walls upto any height including all costs and carraiges. Wall: 2x(52 x 2) =208 Sft : 2x(12x1) = 24 Sft Total: = 232 Sft or 21.56 Sqm |
| 26 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, complete including all costs and carriages. (ISA 40x40x5, ISA 40x40x6 and Flat 40x3 sections) ISA : 40x40x5 (8x5.5) = 44 Rft : (2x52) = 104 Rft Total:- = 148 Rft or 45.12 Rm @ 3.0KG/Rm = 135.37 Kg ISA: 40x40x5 (2x14) =28Rft : (4x10) = 40 Rft : Total: =68 Rft or 20.73 Rm @ 3.0KG/Rm = 62.19 Kg Flat 40x3: (8x4) = 32 Rft : (2x52) = 104 Rft : Total: = 136 Rft or 41.46Rm @ 0.94Kg/Rm = 38.98 Kg Total Weight = 236.54 Kg |
| 27 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm, including strengthening with 2 mm dia wire or nuts, bolts and washers as required, complete, and applying a priming coat of approved steel primer and two or more coats of synthetic enamel paint of approved brand and colour as directed by the Engineer-in-charge. Made of G.I. wire of dia 4 mm. 1x(52x4) = 208 Sft 1x(13x13) = 169 Sft Total: = 377 Sft or 35.04Sqm |
| 28 | Providing, fabricating, supplying and fixing PIB (Public Information Board) of size 2 ft x 2 ft (or as approved), made of 2 mm steel sheet on MS angle frame (50 x 50 x 5 mm), with MS posts embedded in PCC (1:3:6), including painting, welding, excavation, concreting, transportation and all incidental charges, complete as directed by the Engineer-in-Charge. |
| 29 | Carraige Material via mechenical transport |
| 30 | Aggregate 40mm & above (from 15km) Factor: (0.9x0.74) = 0.666 |
| 31 | Aggregate below 40mm (from 15 km) (0.9x8.86)=7.98 |
| 32 | Sand (40 Km) 0.45x9.60 = 4.32 |
| 33 | Head Load |
| 34 | Aggregate 40mm & above (up to 200m) (0.9x0.74) = 0.666 |
| 35 | Aggregate below 40mm (up to 200m) (0.9x8.86)=7.98 |
| 36 | Sand (40 Km) 0.45x9.60 = 4.32 Please Enable Macros to View BoQ information |
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