Construction of road including retaining wall at Nwonwgwr village from Surjya house to Khargaon connecting road under SOPD BTC for the year 2024-25. TN No.26_02.

Amount

2.2.I.A 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 Technical Specification Clause 201. (l) By Manual Means (A) In area of non-thorny jungle

3.4.i Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private land

4.1.A.ii Construction 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 Technical Specification Clause 401. (ii)For Grading II Material

3.14.i Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private land

Construction of RCC Retaining wall 11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bractng, 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 I. Ordinary soil (i) Upto 3 m depth

11.4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed stone I. P.C.C grade M 10 Nominal mix 1:3:6

12.6 Supplying, fitting and placing TMT (Fe-500 D) bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RlNL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005 1010 & 1202 Surface reinforcement Wall with base-12mm dia main bar 150mm c/c Wall with base-amm dia binder 200mm c/c

12.9 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 I(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

12.5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 1202 and 1204 :: (B) With natural gravel (iii) RCC Grade M 20 :: (i) For height upto 5m

10.2.A.2.v Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. (v) 60cm x 45cm rectangular

16.60 Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.

Construction of RCC Box cell Culvert 11.1 Earth work in excavation for structure as per drawing and technical specification clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious meterial and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary Soil (i) Upto 3.00m depth.

11.2 Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 I. Sand filling

11.4 Providing concrete plain/reiforced concrete in open foundation complete as per drawing and technical specification clauses 802, 803, 1202 & 1203. B. With Natural gravel (II) PCC Grade M15 (i) Nominal mix 1:2.5:5

12.5 Plain/ Reinforced cement concrete in sub stucture complete as per drawing and technical specification clauses 802, 804, 805, 807 and 1204. B. With Natural Gravel III. RCC Grade M20 (i) For height upto 5m

13.1 Providing and laying reinforced cement concrete in super structure as per drawing and technical specification clauses 800, 1205.4 and 1205.5 B. With Natural Gravel I. RCC Grade M20 (i) Nominal Mix 1:2:4 (a) Height upto 5m

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

13.2 Supplying, fitting and placing TMT (Fe-500D) reinforcement bar (From Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam Steel/ RINL) in superstructure complete as per drawing and technical specification clause 1002, 1010 and 1202.

13.6 Construction of RCC railing of M25 grade, in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm, as per approved drawings and Technical Specification Clauses 800, 900 and 1208.3

13.5 Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specification clauses 800 and 1206.3

12.9 Providing weep hole in brick masonry/ plain/ reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe extending through the full width of the structure with slope 1v: 20H towards drawing force complete as per drawing and Technical Specification Clauses 614, 709, 1204.3.7

12.10 Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8 (ii) Sandy material.

DHARAMSING NARZARY (BID ID -248625)