Municipal Corporation-MC has published Shifting Of Existing Water Supply Pipe Line By Providing And Laying Of 6 Inch Id And 16 Inch Id D . I . Water Supply Pipe Line Coming In The Alignment Of The Power Grid 220 66Kv Gis Substation Adjoining Village Hallomajra , Ut , Chandigarh . . Submission Date for this Tender is 04-12-2020. Water Pipe Line Tenders in Chandigarh Chandigarh. Bidders can get complete Tender details and download the document.
| Name of Work: Shifting of existing Water supply pipe line by providing and laying of 6” i/d & 16” i/d D.I. water supply pipe line coming in the alignment of the power Grid 220/66KV GIS Substation Adjoining village Hallomajra, U.T., Chandigarh. (Deposit work) APPROX. AMOUNT : RS.1146842/- EARNEST MONEY : RS.22937/- TIME LIMIT : 01 Month | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 | 351 | P.cum | |
| 2 | 2 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : complete in all respects. As per DSR item no.18.72.2\n(i)150 mm dia Ductile Iron Class K-7 pipes | 90 | P.mtr | |
| 3 | 2.01 | 400 mm dia Ductile Iron Class K-7 pipes | 120 | P.mtr | |
| 4 | 3 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : as per DSR item no.18.70.2\n(i)150 mm dia pipes \n | 17 | each | |
| 5 | 3.01 | 400 mm dia pipes \n | 22 | each | |
| 6 | 4 | Labour for cutting D.I. pipe with steel saw. As per DSR item no.18.83.4 \n(i)150 mm diameter D.I. pipe \n | 7 | Each | |
| 7 | 4.01 | 400 mm diameter D.I. pipe \n | 9 | Each | |
| 8 | 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m As per DSR item No. 2.25 | 275.28 | P.Cum | |
| 9 | 6 | Carriage of materials by mechanical transport including loading ,unloading and stacking of earth upto 3km as per DSR item no.1.1.2 | 79.57 | P.Cum | |
| 10 | 7 | Supplying and Filling in plinth with sand under road cut, floors, including watering, ramming, consolidating and dressing complete as per DSR 2.27 | 60.3 | P.Cum | |
| 11 | 8 | Extra for cutting through metalled road/paver cut and stacking the material outside complete in all respects. | 100.5 | P.sqm | |
| 12 | 9 | Providing and Fixing of C.I Specials ISI marked complete including cost of rubber gasket, solvent solution, nut bolt , rubber sheet, pig lead, hemp yarn etc. Complete in all respects.\n(i) C.I. Bend 16” x 90 i/d (A/S) | 4 | Each | |
| 13 | 9.01 | C.I. Bend 6” x 90 i/d (A/S) | 4 | Each | |
| 14 | 9.02 | C.I. Collar 16” i/d | 1 | Each | |
| 15 | 9.03 | C.I. Collar 6” i/d | 1 | Each | |
| 16 | 9.04 | C.I. Tail piece 6” i/d (F/P) | 1 | Each | |
| 17 | 9.05 | C.I. Tail piece 6” i/d (S/F) | 1 | Each | |
| 18 | 10 | Supplying, laying, jointing & testing, commissioning of D.I. sluice valve Resilient seated including the cost of rubber packing, nut & bolts, carriage, loading unloading complete in all respects make VAG/AVK / IVC/ Kirloskar/ Sigmaflow.\n(i) 6” i/d (150mm dia) | 1 | Each | |
| 19 | 11 | Construction of brick masonry chamber for sluice valve including excavation, 1st class brick work in cement sand mortar 1:6, etc. complete in all respects 3’x 3’x 4’ (Inner) | 1 | Each | |
| 20 | 12 | Providing and fixing RCC cover 1:2:4 of 3” thickness including cost of steel winding wire etc. complete in all respects. (each in two parts) | 20.25 | P.Sqft | |
| 21 | 13 | Labour for making arrangement for connection with existing line including cost of execution, cutting, jointing, alignment, dewatering, caution board etc. Complete in all respect. \n(i)Existing 16” i/d to Proposed i/d 16” | 1 | Each | |
| 22 | 13.01 | Existing 6” i/d to Proposed i/d 6” | 1 | Each |
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