NIB for construction of road track

ट्रैक निर्माण कार्य (जोड़बीड़ कोटडी से गाढवाला मार्ग से सुरधना मार्ग)

PWD Road BSR 2.2(1)(B) Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Manual Means, In area of thorny jungle. 1500 x4 = 6000 sqm /10000 = 0.60 hec

PWD Road BSR 3.7 Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 305.3.4 as per MoRTH Specification Clause 301.3.11 3.00 x 1500 x 0.10 = 450 cum

PWD Road BSR 3.1 Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per MoRTH Specification Clause 305.4.3 1 x 1200 x 3.00 = 3600 sqm

PWD Road BSR 4.1/ M-149 Construction of granular sub-base 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 III Material New Murram Supply and Spreading 3800 x 3.00 x 0.15 = 1710 cum

PWD Road BSR 3.15 (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300-1 and 300-2 for subgrade construction as per MoRTH Specification Clause 305.3.4 Rolling & Compaction 3800 x 3.00 x 0.15 = 1710 cum

PWD Road BSR M-115 Manufacturing, supplying and delivering NP3 class RCC Spun Pipes of 600 mm diameter conforming to IS:458 at 8 locations pipe size 3 mtr x 8 nos = 24 mtr

PWD Road BSR 1.9(ii)(C) Unloading of RCC Hume pipe by manual means including a lead upto 30 m& Laying RC spun pipes NP3 class 600/450 mm dia Hume pipe

PWD Biulding BSR 2022 5.1.1 Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks, Cement mortar 1 : 4 (1 cement : 4 coarse sand) Head Wall and Grit Apron Protection works for Hume Pipes (8 Locations): A) Head Wall (Stone/Brick Masonry) - 2 nos per pipe = 16 Nos x 1.50 x 0.30 x 0.90 = 6.48 cum

PWD Road BSR 4(4.3) Construction of granular sub-base 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 III Material B) Base Grit Compaction - 2 nos per pipe = 16 Nos x 1.50 x 0.50 x 0.10 = 1.20 cum