Tender For Uplifting Of Street 3.5 Ft From Head Of Jagdish To Head Of Rajan To Dhar Al Gurjar, Head Of Multan To Head Of Satbir, Head Of Joginder To Head Of Adv Sajjan Kriyana Store To Head Of Dhanpat And Peer Baba To Mehander Gujjar In W.No 8 And 9
Tender Overview
Project Description
Tender for Uplifting Of Street 3.5 Ft From Head Of Jagdish To Head Of Rajan To Dhar Al Gurjar, Head Of Multan To Head Of Satbir, Head Of Joginder To Head Of Adv Sajjan Kriyana Store To Head Of Dhanpat And Peer Baba To Mehander Gujjar In W.No 8 And 9 Area Back Side Of Iti At Mc Kalanaur. (Est. Cost Rs. 72.54 Lakh)
BOQ
| Sl. No. | Item Description |
| 1 | NS Item -Recovery of Old IPB 80MM |
| 2 | HSR Item 22.201.2.1-Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 2.1. M D - 10 Square shape 450 mm internal dimensionHSR Rate(Rs.) 876.00 Through Rate |
| 3 | HSR Item 7.21.1-Brick work with common burnt clay nonmodular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)HSR Rate(Rs.) 4128.00 Through Rate |
| 4 | HSR Item 11.5.3-12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)HSR Rate(Rs.) 113.00 Through Rate |
| 5 | HSR Item 11.52-Cement rendering on plaster 1 mm thickHSR Rate(Rs.) 28.00 Through Rate |
| 6 | HSR Item 21.53-Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortarHSR Rate(Rs.) 160.00 Through Rate |
| 7 | HSR Item 6.14.1-Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zoneIII): 3 graded stone aggregate 20 mm nominal size)HSR Rate(Rs.) 4374.00 Through Rate |
| 8 | HSR Item 6.33.6-Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or moreHSR Rate(Rs.) 66.00 Through Rate |
| 9 | HSR Item 21.93.1-Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear OpeningHSR Rate(Rs.) 1155.00 Through Rate |
| 10 | HSR Item 21.55-Constructing standard drain type II drain complete consisting of concrete drain moulded and laid concrete foundation, rendered and smooth with 6mm thick rendering concrete to be of I :3:6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortarHSR Rate(Rs.) 427.00 Through Rate |
| 11 | HSR Item 17.69.2-Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect.HSR Rate(Rs.) 655.00 Through Rate |
| 12 | HSR Item 17.70-Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3.HSR Rate(Rs.) 26.00 Through Rate |
| 13 | HSR Item 10.8-Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4HSR Rate(Rs.) 181.00 Through Rate |
| 14 | HSR Item 33.5-Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four Nos. longitudinal and 9 Nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.HSR Rate(Rs.) 1026.00 Through Rate |
| 15 | HSR Item 3.1.2-By Mechanical Transport including loading, unloading and stacking 2. EarthHSR Rate(Rs.) 83.00 5km |
| 16 | HSR Item 3.1.2-By Mechanical Transport including loading, unloading and stacking 2. EarthHSR Rate(Rs.) 6.00 Beyond 5km up to 10km per KM |
| 17 | HSR Item 17.8.2-Compaction 2. Extra for watering the earth/fly ash laid in 20 cm layers as per specificationsHSR Rate(Rs.) 27.00 Through Rate |
| 18 | HSR Item 17.8.3-Compaction 3. Extra for rolling to specificationsHSR Rate(Rs.) 27.00 Through Rate |
| 19 | HSR Item 17.15.3-Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 3. Grading III materialHSR Rate(Rs.) 1044.00 Through Rate |
| 20 | HSR Item 6.1.1-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)HSR Rate(Rs.) 3975.00 Through Rate |
| 21 | HSR Item 4.33-Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.HSR Rate(Rs.) 138.00 Through Rate |
| 22 | HSR Item 17.8.1-Compaction 1. Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rollingHSR Rate(Rs.) 48.00 Through Rate |
| 23 | HSR Item 6.30.5-Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantileversHSR Rate(Rs.) 296.00 Through Rate |
| 24 | HSR Item 5.70-Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-incharge, beyond 50 m initial lead, for all leads including all lifts involved.HSR Rate(Rs.) 86.00 Through Rate |
| 25 | HSR Item 5.23.2-Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix)HSR Rate(Rs.) 460.00 Through Rate |
| 26 | HSR Item 9.57.3-Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameterHSR Rate(Rs.) 269.00 Through Rate Please Enable Macros to View BoQ information |
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