Municipal Corporation-MC has published Strengthening Of Swd System Of Ward No . 3 Chandigarh Falls Under The Jurisdiction Of Sde Mcph Sub Division No . 18 Chandigarh .. Submission Date for this Tender is 21-06-2021. Drainage Tenders in Chandigarh Chandigarh. Bidders can get complete Tender details and download the document.
| NAME OF WORK: "STRENGTHENING OF SWD SYSTEM OF WARD NO.3, CHANDIGARH FALLS UNDER THE JURISDICTION OF SDE MCPH SUB DIVISION NO.18, CHANDIGARH (UNDER WARD DEVELOPMENT FUND)" Approx. Amount: Rs.23,53,725/- Earnest Money: NIL Time Limit: 04 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) | BI01010001010000000000000515BI0100001120 | 702.46 | P.cum |
| 2 | 2 | Carriage of material by mechanical transport including loading, unloading and stacking Earth (DSR No. 1.1.2) | BI01010001010000000000000515BI0100001121 | 421.48 | P.cum |
| 3 | 3 | 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 No. 19.6.4) | BI01010001010000000000000515BI0100001122 | 138 | P.mtr |
| 4 | 3.01 | 400 mm dia. R.C.C. pipe (NSI) | BI01010001010000000000000515BI0100001123 | 130 | P.mtr |
| 5 | 3.02 | 450 mm dia. R.C.C. Pipe (DSR No. 19.6.5) | BI01010001010000000000000515BI0100001124 | 30 | P.mtr |
| 6 | 4 | 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) | BI01010001010000000000000515BI0100001125 | 43.95 | P.cum |
| 7 | 4.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)level. (DSR No. 4.1.4) | BI01010001010000000000000515BI0100001126 | 14.12 | P.cum |
| 8 | 5 | 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) | BI01010001010000000000000515BI0100001127 | 137.44 | P.cum |
| 9 | 6 | 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) | BI01010001010000000000000515BI0100001128 | 394.53 | P.sqm |
| 10 | 7 | 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) | BI01010001010000000000000515BI0100001129 | 90.98 | P.sqm |
| 11 | 8 | 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) | BI01010001010000000000000515BI0100001130 | 2425.5 | P.kg |
| 12 | 9 | 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) | BI01010001010000000000000515BI0100001131 | 22.05 | P.cum |
| 13 | 10 | 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 350 to 450 mm diameter (DSR No. 19.21.3) | BI01010001010000000000000515BI0100001132 | 5 | Each Job |
| 14 | 11 | Making plug in the existing running sewer line with wooden sleepers fixed with MS angle itron 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 350 to 450mm diameter (NSI) | BI01010001010000000000000515BI0100001133 | 2 | Each Job |
| 15 | 12 | 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) | BI01010001010000000000000515BI0100001134 | 56 | Each |
| 16 | 13 | 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) | BI01010001010000000000000515BI0100001135 | 28 | Each |
| 17 | 14 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (DSR No. 16.83) | BI01010001010000000000000515BI0100001136 | 68.1 | P.sqm |
| 18 | 15 | Dismantling of paver blocks including base of cement concrete 1:5:10 and disposal of malba as directed by EIC and thereafter re-fixing of interlocking paver blocks after scraping of mortar /concrete/rubbish etc. over 100mm thick base of coarse sand complete in all respects to the entire satisfaction of EIC. (NSI) | BI01010001010000000000000515BI0100001137 | 158.9 | P.sqm |
| 19 | 16 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (DSR No. 16.68) | BI01010001010000000000000515BI0100001138 | 68.1 | P.sqm |
| 20 | 17 | Extra cutting through metalled road and their foundation including sorting, screening and stacking complete in all respect. (NSI) | BI01010001010000000000000515BI0100001139 | 294.7 | P.sqm |
| 21 | 18 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. (DSR No. 2.27) | BI01010001010000000000000515BI0100001140 | 268.18 | P.cum |
| 22 | 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 No. 2.25) | BI01010001010000000000000515BI0100001141 | 280.98 | P.cum |
| 23 | 20 | Providing & fixing of RCC Pre-cast road gully cover with frames by using cement concrete mixture in (M:20) (1:1.5:3) Complete in all respects with necessary handles for lifting pre cast slabs to the entire satisfaction of EIC : i) (Size of cover = 690 x 537 x 80 mm) \nii) (Size of frame = 810 x 657 x 130 mm). specifications:\n a) The parameter of material such as cement, aggregates, concrete & reinforcement etc. shall be as per IS specification 12592:2002 with latest amendments if any, which is for precast concrete manhole covers and frames. Similarity shapes & dimensions, design and manufacturing shall also be as per these IS specifications. (NSI) | BI01010001010000000000000515BI0100001142 | 140 | Each |
| 24 | 21 | Providing and fixing precast cement concrete Kerb of size 1’-0” x 1’-0” having for 4” thickness and bottom and 3” thickness at top beveled/round edge at top duly vibrated mechanically and compacted made of PCC 1:2:4 duly cured and finished the rates further includes filling of joints between channels with cement motor 1:3 after earth work in excavation/filling reving the same from site work complete in all respects. (NSI) | BI01010001010000000000000515BI0100001143 | 150 | P.mtr |
| 25 | 22 | Providing and fixing precast cement concrete channels of size 2’x1’ x 3” thick duly vibrated mechanically and compacted made of PCC 1:2:4 duly cured and finished the rates further includes filling of joints between channels with cement motor 1:3 after earth work in excavation/filling reving the same from site work complete in all respects. (NSI) | BI01010001010000000000000515BI0100001144 | 160 | P.mtr |
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