Tender For Improvement Of Storm Water Drainage System By Creation Of Additional Inlet Points In Existing Drains Through Core Cutting, Clearance Of Waste Blocking Surface Runoff, Lowering Of Earthen Areas And All Other Works Contingent Thereto On Gmda
Tender Overview
Project Description
Tender for Improvement Of Storm Water Drainage System By Creation Of Additional Inlet Points In Existing Drains Through Core Cutting, Clearance Of Waste Blocking Surface Runoff, Lowering Of Earthen Areas And All Other Works Contingent Thereto On Gmda Road Dividing Sectors 44-45, Gurugram
BOQ
| Sl. No. | Item Description |
| 1 | Providing and making additional water inlet points in the existing storm water drainage network b y core cutting of 175mm to 200mm dia in RCC drain/manhole wall/slab, including careful dismantling and refixing of existing kerb stones in appropriate length, opening and refixing of existing manhole slab/cover slab with proper seating, locking arrangement, alignment and level correction, flushing the same with adjoining footpath level, making good all disturbed portions, disposal of surplus material and malba, and all labour, tools, plants and incidentals required for completion of the work, complete in all respects to the entire satisfaction of the Engineer-in-Charge. |
| 2 | [1.PM057] PM057. Hire charges for JCB with bucket capacity more than 0.75 cum with fuel and driver [Rate] |
| 3 | [17.68]Relaying of available (removed and stacked) C.C. Block M-30 Size 450x300x150mm Relaying of available (removed and stacked) C.C. Block M-30 Size 450x300x150mm and spreading 25 mm thick sand underneath filling joints with sand as per technical specification clause 1503. [Through Rate] |
| 4 | [17.69.3]Interlocking Concrete Block Pavement 3. Providing and Laying 60 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 35 over the bed of 25 mm thick fine sand complete in all respect. [Through Rate] |
| 5 | [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. [Through Rate] |
| 6 | [17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate] |
| 7 | [3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. [Rate] |
| 8 | [4.14.1]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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] |
| 9 | [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) [Through Rate] |
| 10 | [6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate] Please Enable Macros to View BoQ information |
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