Recovery and Reconstruction of road from L096-Kamchi to Jengrai Road to No.3 Lakhipur Gohain via No. 2 Lakhipur under NDRF (PDNA -2022) for the year 2025-26 under Jonai Territorial Road Division,Silapathar in Dhemaji District

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary Soil Up to 3 m depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 B. With natural gravel (ii) PCC Grade M-15( 1:2.5:5)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 B. With natural gravel (iii) PCC Grade M-20( 1:2:4)

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (III) PCC Grade M 20

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (III) RCC Grade M 20 (i) upto 5 m height

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3,A. Crush stone

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

Providing drainage spouts complete as per drawing and technical specification clauses 1209

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC 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 Clauses 614, 709, 1204.3.7

Construction of embankment with materials obtain from borrow pits, with initial lead up to 1.5m, transporting to site, spreading, grading required slope and compacting to meet requirement of table 300.1 & 301.5 (i) from private land Quantity As per statement

Contraction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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 tech cl 401. (I) For Grading I Material

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