Municipal Corporation-MC has published Providing And Laying Of Swd In Order To Overcome The Problem Of Stagnant Water In Some Portion Of Mauli Jagran Under The Jurisdiction Of Sde Mcph Sub Division No 22 , Chandigarh. Submission Date for this Tender is 27-01-2021. Sewage Treatment Plant Tenders in Works Chandigarh. Bidders can get complete Tender details and download the document.
| Name of Work: PROVIDING AND LAYING OF SWD IN ORDER TO OVER COME THE PROBLEM OF STAGNANT WATER IN SOME PORTION OF MAULI JAGAN UNDER THE JURISDICTION OF SDE MCPH SUB DIVISION NO.22 CHANDIGARH (CH TO: REVENUE HEAD) APPROX. AMOUNT : Rs. 3,35,400/- EMD : Rs. 6710/- ; TIME LIMIT : ONE 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) | BI01010001010000000000000515BI0100001113 | 25.6 | 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 :10 graded stone aggregate 40 mm nominal size).(DSR:4.1.10) | BI01010001010000000000000515BI0100001114 | 3.27 | cum |
| 3 | 3 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR:6.2.2) | BI01010001010000000000000515BI0100001115 | 14.44 | cum |
| 4 | 4 | 12 mm cement plaster of mix : (1 cement : 6 coarse sand)(DSR:13.4.2) | BI01010001010000000000000515BI0100001116 | 22.3 | sqm |
| 5 | 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40mm nominal size).(DSR:4.1.4) | BI01010001010000000000000515BI0100001117 | 1.89 | cum |
| 6 | 6 | Providing and laying Non-Pressures NP-2 class (light duty) R.C.C. pipe including collars/spigot jointed with stiff mixture of cement mortar in the proporation of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (DSR:19.6) | BI01010001010000000000000515BI0100001118 | ||
| 7 | 6.01 | 300 mm (DSR:19.6.4) | 137 | Mtr | |
| 8 | 6.02 | 400 mm (DSR based NSI) | 9.75 | Mtr | |
| 9 | 7 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality HD-20. 1 Circular shape 560 mm internal diameter (DSR:19.19.3.1) | 4 | Nos | |
| 10 | 8 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS:10910, on 12 mm dia steel barconforming to IS:1786, having minimum cross section as 23 mm x 25 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 suface 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 specification and heving manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30 x 20 x 15 cm cement concrete block (1 cement : 3 coarse sand : 6 graded stone aggregae 20 mm nominal size) complete as per design. (DSR:19.16) | 16 | Nos | |
| 11 | 9 | Steel reinforcement of 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) | BI01010001010000000000000515BI0100001119 | 223 | Kg |
| 12 | 10 | Reinforced cement concrete work in beams, suspensded floors, roofs having slope up to 15 ° landing, 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 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).(DSR:5.3) | 2.48 | cum | |
| 13 | 11 | Carriage of materials by mechanical transport including loading, unloading and stacking of earth up to 3 Km as per (DSR:1.1.2) | BI01010001010000000000000515BI0100001120 | 15.36 | cum |
| 14 | 12 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m (DSR:2.25) | 10.24 | cum | |
| 15 | 13 | Providing and fixing of precast RCC HD-20 road gully cover and frames in 1:2 cement and mortar on the top of brick mansory chamber complete in all respects to the entire satisfation of EIC size of the cover 630X340X75 mm and of the frame is above 750X450X150 mm (NS) | 8 | Nos | |
| 16 | 14 | Centering and shuttering including strutting, propping etc and removal of form for all height Suspended floors, roofs, landing, balconies and access platform (DSR:5.9.3) | 10.31 | sqm |
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