Municipal Corporation-MC has published Construction Of Road Gullies And Machine Holes Of Swd System Due To Widening Of V-6 Road Of Sector 9 A And B Chandigarh Under The Jurisdiction Of Sde Mcph Sub Division No . 6 Chandigarh .. Submission Date for this Tender is 21-06-2021. Road Work Tenders in Chandigarh Chandigarh. Bidders can get complete Tender details and download the document.
| Name of Work:"CONSTRUCTION OF ROAD GULLIES AND MACHINE HOLES OF SWD SYSTEM DUE TO WIDENING OF V-6 ROAD OF SECTOR 9 A & B, CHANDIGARH UNDER THE JURISDICTION OF SDE MCPH SUB DIVISION NO.6, CHANDIGARH (UNDER HEAD:-4217-PLAN STP (SWD)". Approx. Amount: Rs.22,05,614/-; Earnest Money: NIL; Time Limit: 03 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)\n \n \n | BI01010001010000000000000515BI0100001113 | 954.25 | P.Cum |
| 2 | 2 | Carriage of Material by Mechanical Transport including loading,unloading and stacking earth Up to 2 km. (DSR No. 1.1.2) \n | 381.7 | P.Cum | |
| 3 | 3 | 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) | 572.55 | P.Cum | |
| 4 | 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)\n\n | 19.36 | P.Cum | |
| 5 | 4.01 | 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 40 mm nominal size). (DSR No. 4.1.4)\n | 6.34 | P.Cum | |
| 6 | 5 | 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)\n | 42.99 | P.Mtr | |
| 7 | 5.01 | 400 mm dia. R.C.C. pipe (NSI) | 575 | P.Mtr | |
| 8 | 6 | 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) | BI01010001010000000000000515BI0100001115 | 76.47 | P.Cum |
| 9 | 7 | 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) | BI01010001010000000000000515BI0100001116 | 276.3 | P.Sqm |
| 10 | 8 | 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) | 63.74 | P.Sqm | |
| 11 | 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) | 9.9 | P.Cum | |
| 12 | 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) | 900 | P.Kg | |
| 13 | 11 | 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) | 18 | Each | |
| 14 | 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) | 54 | Each | |
| 15 | 13 | 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) | 28 | Each Job | |
| 16 | 14 | Providing and fixing precast cement 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) | 117.99 | P.Mtr | |
| 17 | 15 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20 (DSR No. 19.26.3) | 25 | Each Job | |
| 18 | 16 | Providing and Fixing of R.C.C.Horizontal 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 E.I.C. M-20. Size of frame 810 x 657 x 130 mm Size of cover 690 x 537 x80 mm Specifications: 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) | 86 | Each | |
| 19 | 17 | Extra for cutting through metalled roads and their foundations including sorting and screening and stacking the stone metal at site of work to the satisfication of EIC. (NSI) | 426.77 | P.Sqm | |
| 20 | 18 | Supplying and filling sand under road crossing including carriage etc., complete in all respects to the entire satisfaction of the EIC. (NSI) | 450.9 | P.Cum | |
| 21 | 19 | 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) | 260.81 | P.Sqm |
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