Municipal Corporation-MC has published Strengthening Of Trunk Sewer Crossing N Choe Of Sector 36 D To Avoid Leakage Overflow In The Seasonal Rivulet As Per Directions Hon Ble Ngt Ch To A Mtc Of Non Plan Sewerage System. Submission Date for this Tender is 24-02-2020. Sewerage Construction Tenders in Chandigarh Chandigarh. Bidders can get complete Tender details and download the document.
| Name of Work:" Strengthening of Trunk Sewer crossing N-Choe of Sector-36D to avoid leakge/overflow in the seasonal Rivulet as per directions Hon'ble NGT. (CH.to:- A/mtc. of Non Plan Sewerage System). Approx. Amount: Rs.4.85 Lacs. Earnest Money: Rs.9700/- Time Limit: 02 Months | |||||
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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. (DSR No. 2.8.1) | BI01010001010000000000000515BI0100001113 | 286.78 | P.Cum |
| 2 | 2 | Excavation for 1.5m to 3m or part thereof in banking excavated or stacked materials. All kinds of soil. (NSI) | 30.86 | P.Cum | |
| 3 | 3 | Carriage of material by Mechanical Transport including loading unloading and stacking -Earth up to 2 km. (DSR No. 1.1.2) | BI01010001010000000000000515BI0100001114 | 127 | P.Cum |
| 4 | 4 | Fixing of PSC pipe alongwith all fittings complete in all respects as per the direction of Engineer-in-Charge. 900mm diameter (NSI) | 19.82 | P.mtr | |
| 5 | 5 | Fixing and laying S&S Centrifugally Cast (Spun) iron Pipes (Class LA) Conforming to IS-1536: 600mm dia pipe (NSI) | 76.22 | P.mtr | |
| 6 | 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size). (DSR No. 4.1.4) | 6.2 | P.Cum | |
| 7 | 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). (DSR No. 4.1.10) | 4.15 | P. Cum | |
| 8 | 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR No. 6.1.1) | 10.63 | P. Cum | |
| 9 | 9 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform (DSR No. 5.9.3) | 32.32 | P. Sqm | |
| 10 | 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR No. 5.22.6) | 1148.4 | P. Kg. | |
| 11 | 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). (DSR No. 5.3) | 5.86 | P.Cum | |
| 12 | 12 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (DSR 5.1.3) | 1.15 | P.Cum | |
| 13 | 13 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (DSR 5.2.3) | 2.56 | P.Cum | |
| 14 | 14 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand). (DSR No. 13.7.2) | 90.18 | P. Sqm | |
| 15 | 15 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 900 mm diameter (NSI) | 2 | Each | |
| 16 | 16 | Making Plug in the existing running sewer line with wooden sleepers fixed with MS angle iron and GI pipe Support all other contingent material required for the job to stop the flow of sewerage in downstream side the CBD. For pipes 900 mm diameter (NSI) | 3 | Each | |
| 17 | 17 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D - 20 Circular shape 560 mm internal diameter (DSR No. 19.19.3.1) | 2 | Each | |
| 18 | 18 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR No. 19.16) | 10 | Each | |
| 19 | 19 | 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.(DSR 2.25) | 190.58 | P.cum | |
| 20 | 20 | Carriage, loading and uploading of PSC pipes from STP Diggian to the site(900mm) (NSI) | 19.82 | Each | |
| 21 | 21 | Carriage, loading and uploading of CI Pipes from store area to the working constrution site.(600mm) (NSI) | 76.22 | Each |
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