WB-HMC/NIT/ED/07/EE-II/26-27

Box cutting or filling in road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of and grade as per direction and satisfaction of Engineer-in-charge in cluding uprooting and removing plants and jungles when and where needed. [P.W.D (Rds) P-237, It-3.16]

(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) [P.W.D(Bldg) 2017, P-2, It-4(A)]

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand [P.W.D(Bldg) 2017, Page-26, It-10]

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety [Ref: P.W.D(Bldg) 2017, Page-26, It-10]

Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregrate to Wet Mix Macadam specification including screening of aggregrates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub-base/Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including incidental costs for lighting, guarding, barricading, making earthern bundh to protect the edges including cost of quality control complete as per Clause 406 od specifications for Road & Bridge Works of MoRT&H (5th Revision) [PWd(Rds) Page-249, It-4.12]

Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. Note: Sub-grade CBR should not be less than 5. 80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge. Grey [Ref: PWD(Bldg) 2017, P-286, It-8]

ADD 18% G.S.T

Labour Welfare Cess 1%