Providing and widening the approach pathways from the Main Road to Parking, from the Toilet Block to Ajmeri Gate, and from Keshav Rai Temple to Someshwar Temple at Bhangarh Fort, Distt. Alwar

Excavation in Soil with Dozer with lead upto 100 m Excavation in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections etc complete as per directions given by engineer-in-charge.

Compacting original ground supporting embankment of parking by Loosening, Levelling and Compacting original ground supporting embankment, to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300-1 and 300-2 for embankment construction as per MoRTH Specification Clause 305.3.4 etc complete as per directions given by engineer-in-charge.

Providing granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method Construction of granular sub-base in parking by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and Compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading II Material etc complete as per directions given by engineer-in-charge

Providing, laying, spreading and compacting graded stone aggregate in parking to wet mix macadam specification including pre mixing the material with water at OMC in mechanical mixer (PugMill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/ base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting,barricading and maintenance of diversion, etc as per Tables 400-12&400-13 and MoRTH Specification Clause 406. By Mechanical Means with all lead and lift etc complete as directed by engineer-in charge

Providing and laying Cement Concrete Pavement of M30 grade (PQC) for parking including batching, mixing, laying, vibrating with needle and screed vibrators, finishing, curing, and all leads and lifts complete as per MoRTH specifications, including cutting of contraction and expansion joints, providing and fixing approved joint filler board, sealing of joints with approved hot-poured bituminous sealant, including preparation of joint faces, cleaning, placing, finishing and all incidental works complete in all respects as directed by the Engineer-in-charge. The rate shall include cost of all materials, labour, T&P, joint materials, curing, finishing and all incidental charges required for complete execution of the work. Note: The contractor shall ensure that the Reinforced Cement Concrete (RCC) used in the construction of the road conforms strictly to the specified M30 grade design mix as per relevant IS codes. It shall be mandatory for the contractor to obtain and submit test certificates confirming the compressive strength and grade of concrete from a Government-approved / NABLaccredited testing laboratory. The testing shall be carried out on standard cube samples drawn from the site during execution of the work. The test results must clearly establish that the concrete achieves the required characteristic compressive strength of M30 grade. The frequency of sampling and testing shall be in accordance with relevant IS provisions. No payment shall be released for the RCC work unless the satisfactory test reports from the approved laboratory are submitted and verified by the Engineer-in-Charge. In case of failure to meet the specified grade, necessary corrective measures, including dismantling and reconstruction, shall be carried out by the contractor at his own cost."

Providing and Fixing in parking of Dowel Bars of Mild Steel 32mm dia, 450mm length at transverse joints @ 300mm c/c confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve, supports, complete as per drawing, technical specification and as per direction of the Engineer-in-charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 as directed by engineer-in-charge.

Random rubble stone masonry work in 1:3 cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104 etc complete as per directions given by engineerin- charge.

Providing and laying Precast reinforced cement concrete Box culvert section Size 1.25 M x 1.25 M of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40 mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications.