Residual work for 77.00 mt, Length of E/W, P.C.C Lining and Construction of retaining wall/Guard wall and drainage work at Subway Km 27.110 of KRMC

Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth so obtained to a distance upto 50 m and average lift of 1.5 m including levelling, ramming the foundation trenches, removing the shrubs etc. all complete as per specification and direction of E/I. (WRD SOR 7.1.27)

Extra for Earthwork in hard soil (Vide classification of soil item - B) all complete as per specification and direction of E/I. (vide SOR item no 7.1.10)

Providing Coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I (WRD SOR 7.1.37)

P.C.C. 1:3:6 in foundation (plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) (S.O.R RCD 2022 12.04)

Plain/reinforce cement concrete in sub-structure complete as per drawing and technical specification. (7.3) A- PCC grade M15 - height upto 5 m (R.C.D SOR 13.05 -A(p))

Plain/reinforce cement concrete in sub-structure complete as per drawing and technical specification. (7.3) E- PCC grade M20 - (p) height upto 5 m case 1- using Batching Plant (Reference - RCD SOR - 13.05 E(p))

Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. (7.8.6) (Refer- WRD SOR Part A sl. No- 6.9 )

Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm. thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I. (S/R item no. 7.1.31) refer SOR part B

Earthwork in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5M. including the cost of formation of sub grade of canal lining, profiling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I. ( WRD SOR 7.1.21 )

Providing and placing sand filter free from clay and other organic materials ( F.M. 2.5 to 3.0 ) in slope and bed of the canal, below lining including the cost of watering compaction royalty and other taxes as per specification and direction of E/I. ( Where depth of cutting is more than 6 M { 20 ft } ) ( WRD SOR 7.2.8 ) refer SOR part B page 141

Providing 100mm thick P.C.C. lining in M-150 with nominal mix of (1:2:4) with well graded stone chips (20mm and down) and coarse sand of approved quality of required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joined including cost of form work and its removal, curing, royalty and all other taxes, complete job as per specification and direction of E/I. ( WRD SOR 7.2.19.1 )

Supplying and labour charge for laying and fixing LDPE film below bed and curvature including carriage up to work site all complete as per direction of E/I.

Supplying hessian cloth ( 0.3 kg /m2 cot) including labour charges in slope below lining all complete job as per specification and direction of E/I .

Providing 10mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. (WRD SOR 7.2.10.1 ). In slope

Providing 10mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. ( WRD SOR 7.2.10 ). In Canal Bed (WRD SOR 7.2.10.2)

Providing M.S. reinforcement (Tor steel) as per approved design drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing M.S. rods in position all complete job as per specification and direction of E/I. 8.1 In Foundation

8.3 In Sub Structure

Carriage of materials by mechanical means including loading, unloading and stacking… Cement - From Jamshedpur to work site

Steel - From Jamshedpur to work site

Sand - From Kharkai river JSR

Stone Chips - Haludpokhar to work site

Stone metal - Haludpokhar to work site

Add GST @ 18%

Add L. Cess @1%

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