Department Of Soil and Water Conservation has published Construction Of Water Harvesting Structure At Surankote Co.254 / S ( Spot-Iii ) Zone Surankote District Poonch . Submission Date for this Tender is 06-09-2022. Water Harvesting Tenders in surankote Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 23-Aug-2022 | extension | Date | 30-08-2022 |
2 | 31-Aug-2022 | Extension | Date | 06-09-2022 |
Sl. No. | Item Description |
1 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30cm measured at height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared. |
2 | Earth work inbulk excavation by Mechanical (hydraulic excavation)over areas(exceeding 30cm in depth, 1.5 m in width as well as 10 m 2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-charge:(30% in Ordinary Rock) |
3 | Earth work inbulk excavation by Mechanical (hydraulic excavation)over areas(exceeding 30cm in depth, 1.5 m in width as well as 10 m 2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-charge:(70%all kind of Soil) |
4 | Earth work in excavation by Mechanicalmeans (hydraulic excavator) in trenches for foundations,drains,pipes,cables etc. (not exceeding 1.5 m in width) and for sharts, wells,cesspits and the like not exceeding 10 Sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed:with in a lead of 50 Mtr. (30% Ordinary Rock). |
5 | Earth work in excavation by Mechanicalmeans (hydraulic excavator) in trenches for foundations,drains,pipes,cables etc. (not exceeding 1.5 m in width) and for sharts, wells,cesspits and the like not exceeding 10 Sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed:with in a lead of 50 Mtr. (70% all kind of Soil) |
6 | Earth work in excavation by Mannualmeansfor foundation ,drains,pipes,cables etc. (not exceeding 1.5 m in width) and for sharts, wells,cesspits and the like not exceeding 10 Sqm on plan,depth up to 1.50 mtr including the disposal ofexcavated earthup to 1 mtr. from the cutting edge, disposedearthto be levelled and neatly dressed in (all kind of Soil) |
7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All works upto plinth level with 1:5:10(1 Cement : 5 Coarse Sand : 10 graded stone aggregated 40 mm nominal size). crushed |
8 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All works upto plinth level with 1:3:6(1 Cement : 3 Coarse Sand : 6 graded stone aggregated 20 mm nominal size). crushed |
9 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All works upto plinth level with 1:2:4(1 Cement : 2 Coarse Sand : 4 graded stone aggregated 20 mm nominal size). crushed |
10 | Random rubble miassonary with hard stone in foundation in plinthincluding leveling up with cement concrete 1:6:12 ( 1 cement 6 Course sand 12 graded stone aggregaraded 20 MM nominal size up to plinth level and curing complete with cementmortar 1:6 (1 : Cement 6 : corse Sand) |
11 | Centring and shuttering inclusive strutting propping etc. and removal of form forfoundation footingsbases of columns etc |
12 | 20 MM Cement plasture of mix 1 : 6 (1 : Cement 6coarse Sand) |
13 | Filling available excavated earth ( excluding Rock) in trenches, plinth, sides of foundation etc. layers not exceeding 20 Cm in depth consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.50 mtr. |
14 | Carriage of Material from source to site of Work by Mechanical Transport (Sand 10 Km) |
15 | Carriage of Material from source to site of Work by Mechanical Transport (Bajri 40 mm size 10 Km) |
16 | Carriage of different Materials from source to site of work: Bajri above 40 mm avergae by 10 KM by Mechanical Transport |
17 | Carriage of different Materials from source to site of work: Cement average10 KM by Mechanical Transport |
18 | Carriage of different Materials from source to site of work: Sand average 300 mtr. By mannual Transport |
19 | Carriage of different Materials from source to site of work: Stone Average 10 KMby Mechanical Transport |
20 | Carriage of different Materials from source to site of work: Bajri up to 40 mm avergae300 mtr.byHeadLoad. |
21 | Carriage of different Materials from source to site of work: Bajri above 40 MM average 300 Mtr by Head Load |
22 | Carriage of different Materials from source to site of work: Stone Average 300 mtr. By Head Load |
23 | Carriage of different Materials from source to site of work: Cement average300 MtrbyHead Load |
24 | Add cost of providing and laying of over-flow pipe including earthwork, concreting, cost of pipe etc. (Complete Job) |
25 | Providing and fixing of Angle iron (40x4x4mm) Sign board fixed with iron sheet of size 4’ x 3’ with total leg height of 8’ including 1.5’ embedded underground in cement concrete. (Including cost of Painting color and letter writing. The color and matter to be written shall be provided by the officials of department) |
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