Tender For Strengthening Of Existing Swd System By Providing Additional 24/36/48 I/D Reinforced Cement Concrete Np-2 & Construction Of Machine Holes For Smooth Disposal Of Rain Water Near Colony No. 1 & 2 At Khuda Lahora, Chandigarh Under The Jurisdi
Tender Overview
Project Description
Tender for Strengthening Of Existing Swd System By Providing Additional 24/36/48 I/D Reinforced Cement Concrete Np-2 & Construction Of Machine Holes For Smooth Disposal Of Rain Water Near Colony No. 1 & 2 At Khuda Lahora, Chandigarh Under The Jurisdiction Of Sde Mcph Sub Division No. 18, Chandigarh Amount: Rs. 44,69,372/- ; Earnest Money: Rs. 89,387/- ; Time Limit: 03 Months;
BOQ
| Sl. No. | Item Description |
| 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. (DSR No. 2.8.1) |
| 2 | Excavation as per item no. 2.8.1 and extra for every additional lift of 1.50m or part therefore in excavation / banking excavated or stacked materials. (DSR No. 2.8.1+2.26.1) |
| 3 | Excavation as per item no. 2.8.1 and extra for every additional lift of 1.50m or part therefore in excavation / banking excavated or stacked materials. (DSR No. 2.8.1+2.26.1) |
| 4 | Carriage of material by mechanical transport including loading, unloading and stacking Earth Approx 40% above of item DSR lead up to 2 km Complete in all respect (DSR No. 1.1.2) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) ) (DSR No. 4.1.10 A) |
| 6 | 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 : (DSR No. 19.6) |
| 7 | for 48\\" i/d pipe line (DSR No. 19.6.13) |
| 8 | for 36\\" i/d pipe line (DSR No. 19.6.10) |
| 9 | for 24\\" i/d pipe line (DSR No. 19.6.7) |
| 10 | for 18\\" i/d pipe line (DSR No. 19.6.5) |
| 11 | for 12\\" i/d pipe line (DSR No. 19.6.4) |
| 12 | Brick work with F.P.S. bricks class designation 75 in foundation and plinth in Cement mortar 1:6 (1Cement: 6 coarse sand). (DSR No. 6.1.1) |
| 13 | 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 i/c manufactured sand derived from Recycled concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 40 mm nominal size Recycled concrete Aggregate (RCA) upto 25%). (DSR No. 4.1.4) |
| 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) |
| 15 | Centering & shuttering including strutting ,propping etc. and removal of form for suspended floors roofs etc. as per DSR (DSR No. 5.9.3) |
| 16 | Reinforcement for RCC work including straightening cutting bending and binding the TMT bars as per DSR (DSR No. 5.22.6) |
| 17 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR No. 5.3) |
| 18 | Providing and Fixing in position pre cast RCC MH cover and frame of required shape and size of approved quality HD- 20 circular 560mm i/d as per DSR complete in all respect (DSR No. 19.19.3.1) |
| 19 | Providing and Fixing of pre-cast RCC M-20 HD Road Gully cover and frames in 1:2 cement sent mortar on the top of brick masonry chamber complete in all respect as per entire satisfaction of E.I.CSize of cover 690x537x80mm Size frame 810x657x130mm (NSI) |
| 20 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm 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. For MH size 5'-0\\"x 3'-0\\" (DSR No. 19.16) |
| 21 | 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) |
| 22 | Plugging and diversion of sewer/SWD line to carry out the repair in safe manner including the cost of sand bags, wooden planks, ballies etc., complete in all respect (NSI) |
| 23 | Extra for cutting through mettaled roads and their foundations including sorting and screening and stacking the stone metal at site of work to the entire satisfication of EIC. (NSI) |
| 24 | Supplying and filling sand (recycled sand) under road crossing including carriage etc., complete in all respects to the entire satisfaction of the EIC. (NSI) |
| 25 | 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) |
| 26 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidated each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(DSR No. 2.25.1) |
| 27 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in- charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR No. 15.2.1) |
| 28 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in- charge Nominal concrete 1:4:8 or richer mix (i/c equivalent design mix) (DSR No. 15.2.2) |
| 29 | Weaving wire netting for wire crates including binding of sides and partition of make crares of 15 x 15 cm with G.I. wire 4.75 mm dia hot dipped from to and filling dtone boulders of weight not less than 40 Lbs and siz 15 cm from all direction. (NSI) |
| 30 | Providing services of excavator/JCB as per site requirments complete in all respect as per satisfaction of EIC. (NSI) Please Enable Macros to View BoQ information |
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