Public Health Engineering Department-PHED has published (Part A) Laying & Fitting Of 50/40Mm Dia G.I Pipe Line For Improvements Of Water Supply To Haji Bagh Buchpora Srinagar And Adjacent Area , (Part B) Laying & Fitting Of 40/25Mm Dia G.I Pipe Line For Improvements Of Water Supply To Gulberg Colony/Firdous Co. Submission Date for this Tender is 16-07-2020. GI Pipe Tenders in Different areas of Down Ton Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 11-Jul-2020 | Extension of Dates | Date | 16-07-2020 |
| Name of Work: (Part A) Laying & fitting of 50/40mm dia G.I pipe line for improvements of water supply to Haji Bagh Buchpora Srinagar and adjacent area , (Part B) Laying & fitting of 40/25mm dia G.I pipe line for improvements of water supply to Gulberg colony/Firdous colony Buchpora Srinagar and adjacent area, & (Part C) Laying & fitting of 50/40/25mm dia G.I pipe line for improvements of water supply to Sir Syed Abad 90 feet road Ahmadnagar Srinagar and adjacent area. (Advt. cost. 1.99 Lacs) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Part-A | |||
| 2 | 1.1 | Earthwork in excavation by manual means in trenches of foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth up to 1.5 mts from cutting edge, disposal earth is to be leveled and neatly dressed in: All kinds of soil. | 68.59 | cum | |
| 3 | 1.2 | Excavation in water bound macadam road including stacking of serviceable and unserviceable material separately and disposal of unserviceable material lead up to 50 m and lift up to 1.5 m, disposed material to be neatly dressed. | 29.39 | cum | |
| 4 | 2 | Laying and fitting of following dia G.I. pipe complete excluding cost of pipes and earth work . | |||
| 5 | 2.1 | 50mm dia G.I pipe. | 320 | mtr | |
| 6 | 2.2 | 40mm dia G.I pipe. | 264 | mtr | |
| 7 | 3 | Making connections of G.I distribution branch with main/ sub-main pipeline by way of providing/ fitting of tees including cutting and threading the pipe Complete. | |||
| 8 | 3.1 | 50-80mm dia nominal bore. | 1 | No | |
| 9 | 3.2 | 25-40mm dia nominal bore. | 2 | No | |
| 10 | 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m. | 88.19 | cum | |
| 11 | 5 | Carriage of pipe material from Divl. store up to site of work including loading, unloading and stacking complete for an average lead of 12 Kms. | 2.18 | MT | |
| 12 | 6 | Part-B | |||
| 13 | 6.1 | Earthwork in excavation by manual means in trenches of foundations, drains, pipes, cables etc.(Not exceeding 1.5mtr in width) & for shafts, wells, cesspits & the like not exceeding 10sqm on plan, depth up to 1.5 mts from cutting edge, disposal earth is to be leveled & neatly dressed in: All kinds of soil. | 30.35 | cum | |
| 14 | 6.2 | Excavation in water bound macadam road including stacking of serviceable and unserviceable material separately and disposal of unserviceable material lead up to 50 m and lift up to 1.5 m, disposed material to be neatly dressed. | 13 | cum | |
| 15 | 7 | Laying and fitting of following dia G.I. pipe complete excluding cost of pipes and earthwork: | |||
| 16 | 7.1 | 40mm dia G.I pipe. | 270 | mtr | |
| 17 | 7.2 | 25mm dia G.I pipe. | 90 | mtr | |
| 18 | 8 | Making connections of G.I distribution branch with G.I of following size by providing and fixing Tee, including cutting and threading the pipe Complete. 25-40 mm dia nominal bore. | 4 | No | |
| 19 | 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m & lift up to 1.5m. | 39.02 | cum | |
| 20 | 10 | Carriage of pipes from Divisional store up to the actual site of work by mechanical transport including loading, unloading and stacking complete for an average lead of 12 Kms. | 1.06 | MT | |
| 21 | 11 | Part-C | |||
| 22 | 11.1 | Earthwork in excavation by manual means in trenches of foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth up to 1.5 mtr including disposal of excavated earth up to 1 mtr from cutting edge, disposed earth is to be leveled and neatly dressed in: All kinds of soil. | 91 | cum | |
| 23 | 12 | Excavation in water bound macadam road including stacking of serviceable and unserviceable material separately and disposal of unserviceable material lead up to 50m and lift up to 1.5m disposed material to be neatly dressed. | 39 | cum | |
| 24 | 13 | Laying and fitting of following dia G.I. pipe complete excluding cost of pipes. | |||
| 25 | 13.1 | 50mm dia G.I pipe. | 410 | mtr | |
| 26 | 13.2 | 40mm dia G.I pipe. | 270 | mtr | |
| 27 | 13.3 | 25mm dia G.I pipe. | 285 | mtr | |
| 28 | 14 | Making connections of G.I distribution branch with G.I of following size by providing and fixing Tee, including cutting and threading the pipe Complete. 25-40 mm dia nominal bore. | 4 | No | |
| 29 | 15 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m. | 117 | cum | |
| 30 | 16 | Carriage of pipes from Divisional store up to site of work by mechanical transport including loading, unloading and stacking complete for an average lead of 12Kms. | 3.12 | MT |
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