Municipal Corporation-MC has published Construction Of Road Gully In Pipliwala Town In Order To Avoid The Problem Of Stagnate Water In The Area Under Ward No . 26 Manimajra Chandigarh . Ch . To A Mtc . Of Sewerage System Revenue Head. Submission Date for this Tender is 30-06-2021. Road Work Tenders in work Chandigarh. Bidders can get complete Tender details and download the document.
| Name of Work: DNIT for the work of Construction of road gully in Pipliwala Town in order to avoid the problem of stagnate water in the area under ward no. 26, Manimajra, Chandigarh. App.Amount:- Rs.4.86 Lacs. Earnest Money:Rs. 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. (DSR 2.8.1) | 317.23 | P.Cum | |
| 2 | 2 | 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\nnominal size) (DSR 4.1.10) | 6.81 | P.cum | |
| 3 | 2.01 | 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 20 mm\nnominal size) (DSR 4.1.3) | 1.9 | P.cum | |
| 4 | 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\n Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1) | 25.63 | P.cum | |
| 5 | 4 | 12 mm cement plaster finished with a floating coat of neat cement of mix :) 1:3(1 cement: 3 fine sand) (DSR 13.7.1) | 112.17 | P.sqm | |
| 6 | 5 | Providing & fixing of pre-cast RCC M-20 HD road gully cover and frames in 1:2 Cement sand Mortar on the top of brick masonry chamber complete in all respects as per the entire satisfaction of the EIC as per IS specification -12592-2002 (NSI) \nSize of cover 640x330x80mm\nSize of frame 750x450x130mm | 30 | Each | |
| 7 | 6 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform (DSR 5.9.3) | 10.31 | P.cum | |
| 8 | 7 | 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 5.22.6) | 172 | P.kg | |
| 9 | 8 | 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 5.3) | 1.72 | P.cum | |
| 10 | 9 | 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 19.19.3.1) | 4 | nos | |
| 11 | 10 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :300 mm dia. R.C.C. pipe (DSR 19.6.4) | 41.46 | P.mtr | |
| 12 | 10.01 | 400 mm dia. R.C.C. pipe (Based on 19.6.4) | 104.26 | P.mtr | |
| 13 | 11 | 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 19.16) | 24 | nos | |
| 14 | 12 | 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) | 301.21 | P.cum | |
| 15 | 13 | Carriage of material by mechanical transport including loading, unloading & stacking of earth upto 3km as per (DSR no. 1.1.2) | 16.02 | P.cum | |
| 16 | 14 | 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 (1cement :2 coarse sand:4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement :3 Coarse sand), finished with a floating coat of cement and making necessary channels for drain etc. complete : for pipes 350 to 450mm diameter. (NS) | 3 | nos |
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