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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 . , Chandigarh-Chandigarh

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.




Tender Notice

26694409
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 .
Open Tender
Indian
Chandigarh
Chandigarh
30-01-2021

Tender Details

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 .

Key Value

Document Fees
Refer document
EMD
INR 3282.0 /-
Tender Value
Refer document

BOQ Items

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
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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