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Part A Up Gradation Of Water Supply To Shahi Hamdan Colony Naik Bagh Natipora Up To Lane No-6 (A) And (Part-B)Replacement Of Old Damaged Service Line For Providing Water Supply At Chanapora Behind Jamia Masjid (Imptt. Ext.) (Advt. Cost. 0.69 Lacs), Chanapora-Jammu And Kashmir

Public Health Engineering Department-PHED has published Part A Up Gradation Of Water Supply To Shahi Hamdan Colony Naik Bagh Natipora Up To Lane No-6 (A) And (Part-B)Replacement Of Old Damaged Service Line For Providing Water Supply At Chanapora Behind Jamia Masjid (Imptt. Ext.) (Advt. Cost. 0.69 Lacs). Submission Date for this Tender is 16-07-2020. Water Supply Project Tenders in Chanapora Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

24804696
Corrigendum : Part A Up Gradation Of Water Supply To Shahi Hamdan Colony Naik Bagh Natipora Up To Lane No-6 (A) And (Part-B)Replacement Of Old Damaged Service Line For Providing Water Supply At Chanapora Behind Jamia Masjid (Imptt. Ext.) (Advt. Cost. 0.69 Lacs)
Open Tender
Indian
Jammu And Kashmir
Chanapora
16-07-2020

Tender Details

Part A Up Gradation Of Water Supply To Shahi Hamdan Colony Naik Bagh Natipora Up To Lane No-6 ( A ) And ( Part-B ) Replacement Of Old Damaged Service Line For Providing Water Supply At Chanapora Behind Jamia Masjid ( Imptt. Ext. ) ( Advt. Cost. 0.69 Lacs )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 11-Jul-2020 Extension of Dates Date 16-07-2020

Key Value

Document Fees
INR 70 /-
EMD
INR 1380.0 /-
Tender Value
INR 69000.0 /-

BOQ Items

Name of Work: (Part-A) up gradation of water supply to Shahi Hamdan Colony Naik Bagh Natipora up to Lane No-6 (A) and (Part-B)replacement of old damaged service line for providing water supply at Chanapora behind Jamia Masjid (Imptt. Ext.) (Advt. cost. 0.69 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 1.5mtr 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. 43.75 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. 17.5 cum
4 2 Laying and fitting of following dia G.I. pipe complete excluding cost of pipes and earthwork. \n50mm dia G.I pipe. 500 mtr
5 3 Making connections of G.I distribution branch with G.I of following size by providing and fixing Tee, including cutting & threading the pipe Complete.
6 3.1 25-40 mm dia nominal bore. 4 No
7 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 & lift up to 1.5m. 55.12 cum
8 5 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 12 Kms. 2.05 MT
9 6 Part-B
10 6.1 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. 9.1 cum
11 7 Laying and fitting of following dia G.I. pipe complete excluding cost of pipes and earthwork. 25mm dia G.I pipe. 122 mtr
12 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. 1 No
13 9 Restoration of 15mm dia PPC’s & commercial connections likely to be damaged during excavation including cost of 15mm dia pipe and pipe specials (if required). The job is to be executed under the supervision of site in-charge. 17 No
14 10 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. 8.19 cum
15 11 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 11 Kms. 0.24 MT
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