Municipal Corporation-MC has published Repair And Rectification Of Leakage In Gi Water Supply Lines Under Road And Berm At Various Locations Under Mtc . Booth Sector 4 , Under The Jurisdiction Of Sde Mcph 16 , Chandigarh . . Submission Date for this Tender is 30-01-2021. Water Proofing Work Tenders in Chandigarh Chandigarh. Bidders can get complete Tender details and download the document.
Name of Work: Repair and rectification of leakage in GI water supply line under road & Berm in various locations under mtc. booth sector 4,Chd.(under the jurisdiction of S.D.E. MCPH Sub Divn.No.16, Chandigarh) Ch. To:- A/Mtc. of W/S & running of T/wells at Chandigarh. APPROX. AMOUNT : RS.164113/- EARNEST MONEY : RS.3282/- TIME LIMIT : 06Months | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Labour for attending low water pressure complaints including cost of excavation, back filling, dewatering, dismantling of old blocked / broken ferrule and pipe line vertical pieces and refilling the old / new ferrule in the same position etc. complete in all respects. | 100 | each | |
2 | 2 | Providing and fixing of G.I. pipe of make (Tata/ Jindal Hissar) and G.I. specials of Make (SVW/ AVR/ Unik) complete in all respects. \n1 ¼’’ i/d GI Pipe | 30 | P.Mtr | |
3 | 2.01 | ¾’’ i/d GI pipe | 30 | P.Mtr | |
4 | 2.02 | 1’’ i/d Gi pipe | 30 | P.Mtr | |
5 | 2.03 | 1/2" i/d GI Pipe | 30 | P.Mtr | |
6 | 3 | Providing and replacement of worn out/lived GI specials of make G.I. specials of Make (SVW/ AVR/ Unik)ISI marked complete in all respect\n ¾’’ i/d GI Socket | 12 | each | |
7 | 3.01 | 1’’ i/d Gi Socket | 22 | each | |
8 | 3.02 | 1 ¼’’ i/d Socket | 5 | each | |
9 | 3.03 | 1/2’’ i/d Socket | 10 | each | |
10 | 3.04 | 1/2’’ i/d GI Union | 10 | each | |
11 | 3.05 | ¾’’ i/d GI Union | 6 | each | |
12 | 3.06 | 1’’ i/d Gi Union | 8 | each | |
13 | 3.07 | 1 ¼’’ i/d Union | 5 | each | |
14 | 3.08 | ¾’’ i/d GI Elbow | 8 | each | |
15 | 3.09 | 1’’ i/d Gi Elbow | 15 | each | |
16 | 3.1 | 1 ¼’’ i/d Elbow | 5 | each | |
17 | 3.11 | 1/2’’ i/d Elbow | 18 | each | |
18 | 3.12 | ½ ‘’ X ¾ ‘’ i/d GI Elbow | 5 | each | |
19 | 3.13 | 1’’ X 3/4’’ i/d GI Elbow | 3 | each | |
20 | 3.14 | 1’’ X ½’’ i/d GI Elbow | 4 | each | |
21 | 3.15 | 1 ¼’’ X ½’’ i/d GI Elbow | 5 | each | |
22 | 3.16 | ¾’’ X 12’’ i/d Nipple | 12 | each | |
23 | 3.17 | ¾’’ X 9’’ i/d Nipple | 12 | each | |
24 | 3.18 | ¾’’ X 6’’ i/d Nipple | 12 | each | |
25 | 3.19 | ¾’’ X 3’’ i/d Nipple | 12 | each | |
26 | 3.2 | 1’’ X 12 ‘’ i/d Nipple | 10 | each | |
27 | 3.21 | 1’’ X 9 ‘’ i/d Nipple | 10 | each | |
28 | 3.22 | 1’’ X 6 ‘’ i/d Nipple | 10 | each | |
29 | 3.23 | 1’’ X3’’i/d Nipple | 10 | each | |
30 | 3.24 | 1’’ i/d GI Hexa Nipple | 8 | each | |
31 | 3.25 | ¾ ’’ i/d GI Hexa Nipple | 5 | each | |
32 | 3.26 | 1/2 ’’ i/d GI Hexa Nipple | 5 | each | |
33 | 3.27 | 1/2 ’’ x 4" i/d GI Hexa Nipple | 10 | each | |
34 | 3.28 | 1" x 6" i/d G.I. Nipple | 10 | each | |
35 | 3.29 | 1/2" x 9" i/d G.I. Nipple | 10 | each | |
36 | 3.3 | 1/2" x 12" i/d G.I. Nipple | 14 | each | |
37 | 3.31 | 3/4" G.I. Plug | 10 | each | |
38 | 3.32 | 1" x 1/2" i/d G.I. Reducer | 5 | each | |
39 | 4 | Replacement of worn out (outlived) G.M Ferrule heavy duty (wt.450gm) ISI marked complete in all respects.\n(i) ½” i/d Ferrule | 25 | each | |
40 | 4.01 | ¾” i/d ferrule | 8 | each | |
41 | 4.02 | 1” i/d ferrule | 3 | each | |
42 | 5 | Providing and fixing of brass peat valve ISI marked with GI pipe , nipple etc. complete in all respects. \n(i)3/4” i/d | 10 | each | |
43 | 5.01 | 1” i/d | 10 | each | |
44 | 5.02 | 1 ¼” i/d | 10 | each | |
45 | 6 | Extra for cutting through metalled road and stacking the material out side complete in all respects. | 50 | P.sqm | |
46 | 7 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. As per DSR item No.2.8.1 | 70 | P. cum | |
47 | 8 | Note :- Scrap rendered surplus at site will be recovered @Rs.20/- per kg 20mm brass peat valve scrap approx. 17.5 kg and G.M. ferrule approx. wt. of ½” i/d 24.50kg will be recovered @ 250/-P.Kg |
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