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| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 2 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. -All kinds of soil |
| 3 | Excavation of Structures:- Earthwork in excavation for structures as per drawings and MoRT&H technical specifications clause 304 incluidng setting out, construction of shoring & bracing, removal of stumps & other deleterious materials and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated sutiable material including cost of dewatering. ( By Mechannical means)Note : The excacvated earth if found suitable can be used partly for backfilling in trenches and partly for road work. Hence cost of disposal has not been added except for marshy soil. (for depth upto 3m) |
| 4 | Excavation of Structures:- Earthwork in excavation for structures as per drawings and MoRT&H technical specifications clause 304 incluidng setting out, construction of shoring & bracing, removal of stumps & other deleterious materials and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated sutiable material . ( By Mechannical means) i)Cost of dewatering |
| 5 | Excavation of Structures:- Earthwork in excavation for structures as per drawings and MoRT&H technical specifications clause 304 incluidng setting out, construction of shoring & bracing, removal of stumps & other deleterious materials and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated sutiable material. ( By Mechannical means) ii)The cost of shoring & shuttering |
| 6 | Backfilling behind abutment, wing wall & return wall complete as per drawings, clause 710.1.4 of IRC: 78 & MoRT&H technical specification Clause 2200. ( ii-sandy material) |
| 7 | Sandfilling in foundation trenches as per drawings and MoRT&H technical specification clause 304. |
| 8 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 9 | Providing & laying filter media with jhama brick aggregates as per spcification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition as per drawing and MoRT&H technical specification clause 2504.2 |
| 10 | Weep Hole:- Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 2706,2200. |
| 11 | Plain/ Reinforced cement concrete in open foundation as per drawings & MoRTH technical specification clauses 1500,1700,2100. (including centering, centering, shuttering, staging, etc. but excluding reinforcement) A. PCC Grade M15 |
| 12 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap):i) 400 mm dia piles. |
| 13 | Plain / Reinforced cement concrete in open foundation as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement).G. RCC Grade M 30Case - II : With Batching Plant, Transit Mixer andConcrete Pump |
| 14 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)vii) RCC M 30 Gradeb. For height above 5 m upto 10 mCase - II : With Batching Plant, TransitMixer and Concrete Pump i)stem height |
| 15 | Supplying, fitting & plaicing thermo-mechanically treated bar/cold twisted deformed steel bar reinforecement in foundation complete as per drawings & MoRT&H technical specification Clauses 1600. |
| 16 | Supplying, fitting & plaicing thermo-mechanically treated bar/cold twisted deformed steel bar reinforecement in super-structure complete as per drawings & MoRT&H technical specification Clauses 1600. |
| 17 | First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 18 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer incharge:- Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic Method of Testing Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in- Charge. Single pile above 50 tonne and upto 100 tonne safe capacity pile- i)Initial test (Test Load 2.5 times the safe Capacity). |
| 19 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer incharge:- Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic Method of Testing Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in- Charge. Single pile above 50 tonne and upto 100 tonne safe capacity pile- ii)Routine test (Test Load 1.5 times the safe Capacity). |
| 20 | Lateral load testing of single pile in accordancewith IS Code of practice IS : 2911 (Part IV) fordetermining safe allowable lateral load on pile as per specification & the direction of Engineer incharge. Upto 50 tonne capacity pile. |
| 21 | Integrity testing of Pile using Low Strain / SonicIntegrity / Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top bt removing soil, mud, dust and chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test and submission of results, all complete as per direction of Engineering-in-Charge. |
| 22 | Painting on Steel SurfacesProviding and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and MoRD Technical Specification Clause 1701. |
| 23 | Providing and fixing 1st class quality ceramic glazed wall tiles conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-incharge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade etc. all complete as per direction of the Engineer in-charge.-450 mm X 300 mm in all shades and design |
| 24 | Providing, supplying and fixing GI Vision Barrier panels made of Galvanized Iron (GI) sheets of 80 mm thick, formed into unit panels of size 3500 mm × 250 mm, interlocked with adjoining panels and securely fixed to pre-installed MS framework using stainless steel (SS) rivets at uniform/equal spacing, complete in all respects as per approved drawings and direction of the Engineer-in-Charge. |
| 25 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required: Ingrating, frames, guardbar, railing, brackets, gatesand similar works, all complete. Please Enable Macros to View BoQ information |
