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| 1 | Clearing and grubbing road land including uprooting rank vegetation ,grass,bushes,shrubs,sapling and trees girth upto 300 mm ,removal of stumps of tree cut earlier and disposal of unservicable materials and stacking of materialsto be auctioned ,upto lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness. (Common SOR Part- A- 2.03 (i.A)) |
| 2 | Earth work in bed clearance or desilting of canals caarrying F.S discharge of 28 cumecs or more in dead course of rivers etc in ordinary soil and removing the excavated earth in proper profile in spoils etc with initial lead of 30m and lift of 1.5m as per specification and direction of E/I. ( WRD Part B 7.1.18) |
| 3 | Dismantling of existing structures like culverts, bridge, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters. (Common SOR Part- A- 2.04 (i.B)) |
| 4 | E/W in excavtion of foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling ramming the foundation trenches removing the roots or shrubs etc all complete as per specification and direction of E/I. (WRD pt.-B 7.1.27) |
| 5 | Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I. (WRD Part B- 7.1.10) |
| 6 | Earth work in excavation in ordinary rock or soft rock (where blasting is not needed) (vide classification of soil item -C) with initial lead of 30m and lift of 1.5m including dressing, making the sides in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I. (WRD PART-B 7.1.13.2) |
| 7 | Providing and placing local sand in filling in foundation trenches including ramming as well as royality and all taxes etc as per specification and direction of E/I. (WRD pt.-B, 7.1.37) |
| 8 | Providing and placing sand filter free from clay and other organic materials 9 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 ) |
| 9 | Supplying laying boulder in rock toe , heel trenches of dam as per design, drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (Common SOR Part- A, Item No.- 5.6.4) |
| 10 | Supplying G.I. wire crates of size 3m x 1.5m x 0.75m and 150 mm sq mesh made out of G.I. wire 10 S.W.G. double doubleknotted at each joints in box type etc. all complete as per specification and direction of E/I. (WRD SOR PT.- B, 7.7.34) |
| 11 | Labour charge of making crate box of size 3m x 1.5m x 0.75m including cutting of G.I. wire, weaving of wire to make of taranga wire having 100mm to 150mm sq. mesh with double knot with 8 to 10 S.W.G. wire as per specification and direction of E/I. (Format approved vide TEC letter No. 1867 (ANU) dated 09/12/98).(WRD SOR PT.- B, 7.7.32.2) |
| 12 | Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (Common SOR Part- A, 5.6.8) |
| 13 | 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. (M-413) |
| 14 | 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, roylty and all other taxes, complete job as per specification and direction of E/I.(WRD Part B- 7.2.19.1) |
| 15 | Plain/Reimforced cement concrete in open foundation complete as per drawing and technical specifications (PCC grade M15 using batching plant & concrete pump). (RCD 12.08 A, CASE- 1) |
| 16 | Providing shuttering, including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I. (WRD pt.-B, 7.3.18) |
| 17 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil -A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow ared or any other sources free from logs, roots, or any other ingredients with all lifts including breakig clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I. (As per TEC letter No. 587 Dated 22-09-06) ( lead beyond 150 m upto 500 m). (WRD Part B- 7.1.26.1) |
| 18 | Watering and consolidation of earth laid in 150mm to 225mm layers by manual labour with C.I.hammer to achieve minimum 85% of maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete as per specification and direction of E/I. (WRD Part B- 7.1.38) |
| 19 | Providing Tor steel reinforcement of 8 mm, dia bars as per approved -do- TMT Fe 500 (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL) (BCD 5.5.4 ) |
| 20 | NP3 Hume Pipe (as per I.S.S 458-1971) (ii) 450 mm dia. (Common SOR Part- A, M301) Basic rate = Rs 1716.00 per m, add OH & CP @ 14.95%= Rs 256.542 |
| 21 | Labour for laying, fitting and fixing NP3 hume pipe in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them leak proof, all complete, job as per specification and direction of E/I. (WRD Part- B, item No.- 7.6.2.1) |
| 22 | Carriage of materials:- a)Cement - (50 KM(S)+ 13 KM (US))= 63 KM |
| 23 | Sand - (15 KM(S)+9 KM (US)+ 4 KM (K))=28 KM |
| 24 | Stone Chips -(74 KM(S)+ 13 KM (US))=87 KM |
| 25 | Stone Boulder -(74 KM(S)+ 13 KM (US))=87 KM |
| 26 | Steel- (50 KM(S)+ 13 KM (US))= 63 KM |
| 27 | NP3 Hume Pipe 450 mm dia- (50 KM(S)+ 13 KM (US))= 63 KM |
| 28 | Add GST @18% |
| 29 | Add Labour Cess @1% Please Enable Macros to View BoQ information |
