| 1 | 1 | Earth work in excavation of foundation of structures for Retaining walls and U-shape drain as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and disposed off the surplus excavated earth up to all leads and lifts by all mode of transprot on identified dumping place at Mumcipal Committee on Tara Devi Air port road, as per technical specification clause 304 by mechanical means as per the direction of the Engineer-in-charge . | BI01010001010000000000000515BI0100001113 | 1111.2 | cum |
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| 2 | 2 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M-15 as per MoRT&H Specification Clause 1500, 1700 and 2100 as per fifth revision including all lead lift and carriage of material by all mode of transportation to the entire satisfaction and direction of the Engineer-In Charge. | BI01010001010000000000000515BI0100001114 | 43.2 | cum |
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| 3 | 3 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M-20 as per MoRT&H Specification Clause 1500, 1700 and 2100 as per fifth revision including all lead lift and carriage of material by all mode of transportation to the entire satisfaction and direction of the Engineer-In Charge. | BI01010001010000000000000515BI0100001115 | 2594 | cum |
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| 4 | 4 | Ist Brick Masonary work in cement mortor 1:3(One cement: three sand) in foundation complete excluding Pointing and plastering as per drawing and technical specification as per clause 1300 in all respect including carriage of materials as per the entire satisfaction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001116 | 77.3 | cum |
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| 5 | 5 | Plastering with cement mortor 1:3 (One cement three sand) on brick work in sub-structure as per technical specification as per clause 1300 & 2200 including all leads, lifts and carriage of materials as per the entire satisfaction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001117 | 561.6 | sqm |
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| 6 | 6 | Pre-cast RCC concrete block having 90 Kg/ cuM tor steel laid over drain 10cm thick with solid block of approved size 110x30x10 (cm) and made with nominal mix of M:20 grade cement concrete with IRC 21-2000 MoRT&H specification clause 1500,1700 & 2100 as per item No.12.8 B. The Pre-cast concrete block shall be smoothly sow cut to match the profile of brick masonary walls below and shall be chamfered at edges to make it smooth including all leads, lifts and carriage of materials as per the entire satisfaction of Engineer-in-Charge | BI01010001010000000000000515BI0100001118 | 240 | sqm |
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| 7 | 7 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 including all leads, lifts and carriage of materials as per the entire satisfaction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001119 | 216.1 | Rmt |
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| 8 | 8 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind retaining wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | BI01010001010000000000000515BI0100001120 | 354 | cum |
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| 9 | 9 | Providing weep holes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(v):20(H) towards drawing face complete as per drawing and technical specification of MoRT&H clauses 2706 & 2200 and as per direction of the Engineer-in-Charge in all leads and lifts and carriage of materials by all means of transport etc. | BI01010001010000000000000515BI0100001121 | 511 | Rmt |
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| 10 | 10 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2.00 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 including all leads, lifts and carriage of materials as per the entire satisfication of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001122 | 70 | Rmt |
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