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| 1 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained (50M away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I. (Item no.-6.1.8,Page no.-119,WRD Part-B) |
| 2 | Earthwork in excavation of foundation trenches as per design section in ordinary or soft rock (vide classification of soil item-C) and diposal of excavated materials so obtained (50M away from the edge of the trenches) with initial lead of 150M and initial lift 1.5M as per specification and direction of E/I.(where blasting in not required) (Item No.-6.1.11.2 Page No.-119,WRD Part-B) |
| 3 | Providing and laying P.C.C or R.C.C M-150 with nominal mix 1:2:4 in various component of barrage foundation with approved quality of 20mm graded coarse aggregate and approved quality of sand of requisit F.M. 2.5 to 3.0 ,washed and screenedexcluding cost of shuttering or form work as well of reinforcement, its cutting, bending binding and placing but including necessary tool and plants,vibrating,curing,royality and all taxes etc.complete job as per specification and direction of E/I.Old sor(7.2 A Page Corrigendum Part-A),New SOR- (Item No.-5.3.1.2, Pg-106 BCD Part-B) |
| 4 | Providing rough dressed random rubble stone masonary in C.M.(1:4) in foundation and plinth with hammer dressed stone of less than 0.03 m3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening ,raking out joints to 20 mm depth , curing , taxes and royality all complete as per building specification and direction of E/I.(part A 5.2.28, S.no. 4.28) |
| 5 | Providing random rubble stone masonary in C.M.(1:4) in superstructure with hammer dressed stone of less than 0.03 m3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening of materials,scaffolding ,raking out joints to 20 mm depth , curing , taxes and royality all complete as per building specification and direction of E/I.((Refers.no. 4.31,item no 5.2.31, s.no. 4.31, Part A, P-204) |
| 6 | Reinforcd cement concrete work in walls (Any thickness), including attached pilasters, butteesses plinth and string courses, fillets, colums, pillars, piers, aboutments, posts and struts etc. above plinth level up to floor level, exclding cost of centering, shuttering, finishing and reinfrcemnet. 1:1.5:3 (1 cemnet:1.5 coarse sand (zone - III):3 graded stone agggregate 20 mm nominal size) (Sl. No. - 5.3.9, P- 107 BCD Part - B) |
| 7 | Providing shuttering including strutting propping etc. and its removal after use in foundation work as per specification and direction of E/I.(Item No. 5.3.17,P-110,WRD Part-B) |
| 8 | Providing shuttering including strutting propping etc. and its removal after use in superstructure portion of various components of dam workwork as per specification and direction of E/I.(Item no. 5.3.18,P-110,WRD Part-B) |
| 9 | Providing 25mm thick Cement plaster ( 1:4 ) with approved quality of sand of requisite FM ( 2.5 to 3 ) washed and including washed and screened with Taking joints , curing scaffolding and its removal wherever required including royalty and all taxes etc . complete job as per specification and direction of E / l . (sl.no.3.12, item 5.7.12 page no 200 ) part A |
| 10 | Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and directionof E/I. (Ref. s.no.-6.9,item no-6.7.6,SL.,P-209,Part-A) |
| 11 | Supplying and laying boulder in rock toe,heel trenches of the dam as per design & drawing including the cost of materials,royalty and all taxes etc.But excluding the cost of carraiges all complete job as per specification and direction of E/I.(5.6.4, SL No. 6.4,P-209,Part-A) |
| 12 | Providing M.S reinforcement (Tor steel) 8mm dia.rods as per approved design and drawing removal of rust,cutting bending including supplying annealed wire,placing M.S rods in position all complete job as per specification and direction of E/I.(SL.No.5.5.4,P-119,BCD,Part-B) |
| 13 | Providing M.S reinforcement (Tor steel) 12mm dia.rods as per approved design and drawing removal of rust,cutting bending including supplying annealed wire,placing M.S rods in position all complete job as per specification and direction of E/I.(SL.No.5.5.5 (b) ,P-119,BCD,Part-B) |
| 14 | Earthwork in filling in foundation teanchesor back filling of masonary structure withsuitable earth in layers, not exceeding 150mm thick,well watered,rammed andfully compacted finely dressed with earth obtained from excavation of foundation treanches and kept at a lead of30M and initial lift of 1.5M completeas per specification and direction of E/I.(Ref.-Item no 6.1.16 Part-B WRD, P-120) |
| 15 | Provision of dewatering with 10HP diesel pump set including P.O.L.( SL.No.10 PM-29,P-83) |
| 16 | Providing channel 75mmX40mm vide S/R Page-39 Part-A( 65000.00 Add 10% c.p.)= 71500.00 |
| 17 | Supplying 300mm dia.NP2 R.C.C Hume Pipe with Collar (Part-A,Page-83,Sl.No.-14)=Rs.510.00 Add 10% C.P=Rs561.00 |
| 18 | Labour for laying,fitting and fixing NP2 300mmhume pipe with collars in line,level and grade as well as providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E/I. (Item No.-7.6.1.3,page-149 WRD Part-B) |
| 19 | E/W Excavation of canal in ordinary soil (7.1.6 Part - B.P - 132, WD) |
| 20 | Providing 1.5mm thick cement punning of good quality of cement…do..do…as per E/I.(5.7.11/3.11,Part-A,P-200) |
| 21 | Carriage of materials Cement |
| 22 | Sand |
| 23 | Chips |
| 24 | Boulder |
| 25 | M.S. Rod |
| 26 | Provision of GST @ 18% |
| 27 | Add 1% Labour Cess |
