Municipal Corporation-MC has published Const Of Bounadry Wall At Dumping Site Near Sanouli Road Vill Nimbri Mc Panipat. Submission Date for this Tender is 09-03-2021. Civil Work Tenders in Panipat Haryana. Bidders can get complete Tender details and download the document.
| Name of Work:- Const of Bounadry Wall at Dumping site Near Sanouli Road vill Nimbri MC PANIPAT | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 10.28.-Cement concrete 1 : 8 : 16 with stone aggregate 40 mm Nominal sie in foundation and plinth. | BI01010001010000000000000515BI0100001113 | 35.79 | cum |
| 2 | 2 | 15.10-15 mm thick cement plaster 1:4 on the rough side of single or half brick wall | BI01010001010000000000000515BI0100001114 | 226.76 | sqm |
| 3 | 3 | 10.78-Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in tiles and channels and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey. | BI01010001010000000000000515BI0100001115 | 8.43 | cum |
| 4 | 4 | 11.3- First class brick work laid in cement sand mortar1:5 in foundation and plinth. | BI01010001010000000000000515BI0100001116 | 80.27 | cum |
| 5 | 5 | 15.5.-12 mm thick cement plaster 1:4 | BI01010001010000000000000515BI0100001117 | 226.76 | sqm |
| 6 | 6 | 24.36-1.20 metres high fencing, with 1.65 metres posts, placed at every 2.5 metres to 3 metres apart embedded in cement concrete blocks, and every tenth post, to be strutted, provided with 4 horizontal lines of G.I barbed wire, weighing 9.34 kg. per 100 staples, tied to 6 mm bar nib, with binding wire or by providing cut, including drilling holes, in the post complete (excluding the cost of posts, struts, earth work and concrete which is payable extra)(Labour Rate A) | BI01010001010000000000000515BI0100001118 | 1500 | Metre |
| 7 | 7 | 11.28.-First class brick work laid in cement, stone dust (from crusher) mortar 1:5 in first storey upto 4 metres above plinth level. | BI01010001010000000000000515BI0100001119 | 40.38 | cum |
| 8 | 8 | 6.6-Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. | BI01010001010000000000000515BI0100001120 | 340.39 | cum |
| 9 | 9 | 18.22.-Cold twisted deformed (:ribbed/tor steel) bars for R.C.C. works, where not included in the complete rate of R.C.C including bending, binding and placing in positon complete. | BI01010001010000000000000515BI0100001121 | 76 | Qtl |
| 10 | 10 | 18.12-Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. | BI01010001010000000000000515BI0100001122 | 8 | Qtl |
| 11 | 11 | -Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangualr) battens and lintels etc. excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. | BI01010001010000000000000515BI0100001123 | 80.54 | Cum |
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