C/o U shape covered drain including foot path Dhalli to Mashobra Junction on Kalka Shimla Wangtoo Road NH22 (New NH05)

Amount

Cutting in earth work in all heights depths and trimming bottom, sides slopes in accordance with requirement of lines, grades and cross section in all kind of soil such as Pick work, Jumper work Soft and hard rock including chiseling wedging out of rock where blasting is prohibited and saturated soil and their intermediate classification of soil and stacking the surplus materials and disposed off the surplus excavated earth up to all leads and lifts by tippers / dumpers to the identified dumping place at Municipal Committee on Tara Devi Air port road as in MC Shimla Limits or to the private dumping site out side MC Shimla area to be arranged by contractor and at his risk and cost as per technical specification clause 302.3.5 by mechanical means as per the direction of the Engineer-in-Charge. Any loss or damage of Govt. or private property during the cutting/ excavation operation shall have to be made good by the contractor and installed portable barricade in construction zone for road safety purpose minimum 4(four) numbers and more steel portable barricades with horizontal rail 300mm wide 2.5m in length fitted on 'A' frame made with 45*45*5 mm angle iron section, 1.5m in height ,horizontal rail painted(2 coats) with yellow and white stripes ,150mm in width at an angle of 450 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001

Earth work in excavation of foundation of structures for Retaining walls and Breast walls 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 .

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.

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.

Stone masonary work in cement mortor 1:3 ( One cement: three sand) in founation complete as per drawing and technical specificaition as per MoRT&H clause 1400 in all respect including carriage of materials all modes of transportation as per entire satisfaction the of Engineer-in-charge

Ist class Brick Masonary work in cement mortor 1:3 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.

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.

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

Pointing with cement mortar (1:3 ) on brick work/ stone masonary in substructure as per Technical Specifications as per clause 1300 & 2200 including all leads, lifts and carriage of materials as per the entire satisfaction of Engineer-in-Charge.

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.

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.

kapoor sanjee

RAJVIR MOTORS