Tender For Restoration Of Rain Damages On Sarkaghat Maseran Rakhota Durgapur Road Km 9/00 To 24/00 (Sh: Protection For Damaged Reinforced Cement Concrete Slab Culvert cement concrete Flooring D/S Toe Wall And Railing At Rd 10/720 To 11/525)
Tender Overview
Project Description
Tender for Restoration Of Rain Damages On Sarkaghat Maseran Rakhota Durgapur Road Km 9/00 To 24/00 (Sh: Protection For Damaged Reinforced Cement Concrete Slab Culvert cement concrete Flooring D/S Toe Wall And Railing At Rd 10/720 To 11/525)
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in all kind of classification of soil in foundation of structures upto all depth/ height as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material and disposal of all surplus excavated earth in specified site and direction of Engineer-in-charge complete. |
| 2 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level :1:4:8 ( One Cement : four coarse sand) : eight graded stone aggregate 40 mm (Forty millimetre)nominal size including all leads and lifts and as per the direction of Engineer- in-Chrage. |
| 3 | Providing and laying cement concrete plain/ reinforced concrete 1:3:6 (one cement : three sand : six graded crushed stone aggregate 40mm ( forty millimetre) nominal size) in open foundation complete as per drawing and technical specification cluse 802,803,1202 and 1203 including form work for plain/ reinforced concrete work as per drawing and HP,PWD technical specification including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge. |
| 4 | Back filling behind retaining walls, breast walls, abutments, wing walls and return walls complete as per drawing and technical specifications clause 1204.3.8 in all leads and lifts and carriage of materials by all modes of transportation and as per direction of Engineer-in-Charge. |
| 5 | Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm,(Twelve millimetre) true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, (Two hundred millimetre) leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.including entire carriage of materials in with all leads and lifts as per the direction of Engineer-in- Charge. Please Enable Macros to View BoQ information |
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