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| 1 | Clearing and Grubbing Road Land (Clearing and grubing road land including uprooting rank vegetaion, grass, bushes, shrubs,sapling and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 100 metres including removal and disposal of top organic soil not exceeding 150mm in thickness) 2.3(i)A in th area of light jungle |
| 2 | Dismenteling of Structures ( Dismentaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding necessary, sorting the dismantled material, disposal of unserviceble material and stacking the serviceable material with all lifts and lead of 1000 metres) 2.4 (i) (I)A lime Concrete, cement concrete grade M-10 and below |
| 3 | Earth work in lip cuting in side slopes and bed of cannal in ordinary soil with initial lead of 30M and lift of 1.5 M including the cost of formation of sub grade of canal lining , profiling , leveling controlling of slopes and fine dreesing with disposal of excavated earth and nominal dewatering if any all complete as per approved design , specification and direction of E/I.(7.1.21) |
| 4 | Providing Compacted 150mm thick sand filter of required F.M as per design on side slopes and in bed of canal with coarse sand, including cost of water, ramming, leveling and dressing etc. all complete as per specification and direction of E/I. (7.2.1.B) WRD Corrigendum |
| 5 | Supplying and laying gravalfilter (size 5mm to 15mm) in filter blanket and in the toe drain (in horizontal portion) of the dam as per design, drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all as per specification and direction of E/I(5.6.2) |
| 6 | Providing 100mm thick P.C.C. lining in M- 100 with normal mix of (1:3:6) 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 pnnel with construction joined including cost of form and its removal , curing , royalty and all other taxes , complete job as per specification and directrion of E/I.(7.2.19) |
| 7 | Providing and laying hessian cloth in slopes (M 268) |
| 8 | Supplying and laying of LDPE sheet of 100MM micron over fine sand cusening below pcc lining in bed |
| 9 | Providing 10mm thick vertical joints at suitable interval , joints filled with bitumenous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I.(a) canal slope(7.2.10.1) |
| 10 | Earth work in bed clearance or desilting of canals carrying F.S. discharge between 8.5 cumecs (300 cusecs) and 0.14 cumecs (5 cusecs) and rennovation of pynes etc disposal of excavated earth etc. in ordinary soil including rough dressing with initial lead of 10 M and lift of 1.5M as per specification and directionof E/I (Specification revised vide T.E.C. letter No. 63 dated 07.10.94) (7.1.20) |
| 11 | Extra for wet Earth all complete as per specification and direction of E/I. (7.1.22) |
| 12 | Earth work in excavation of foundation trenches in ordinary soil (Vide classification of soil item-A) and disosal of excavated earth so obtained (50M. Away from the edge of trenches) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I.(6.1.8) |
| 13 | Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I. (6.1.9) |
| 14 | Plain/ Reinforcement cement concrete in sub-structure complete as per drawing and technical specifications. (7.3)(A) P-47 |
| 15 | Providing TMT barreinforcemant (tor steel) as per approved design drawing , removal of rust , cutting , bending , binding , inlcuding supplying annealed wire , placing M.S. rods in postion all complete as per specification and direction of E/I.(5.5.4) & (5.5.5) B.C.Da)10mm |
| 16 | Providing shuttering including stutting proping etc. and its removal after use in foundation as per specification and direction of E/I.(7.3.18) |
| 17 | Providing shuttering including stutting proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I.(7.3.19) |
| 18 | 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.(6.7.6) |
| 19 | Earth work in filling foundation trenches and back filling of masonay structures with suitable earth in layer notexceeding 150mm thick well watered , rammed and fully compacted and finely dressed withearth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m complete as per specification and direction of E/I. (6.1.16) |
| 20 | Granular sub-base with Coarse Graded Material(Table:-400-2) (Construction of granular sub-base by providing coarse graded material , spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC and compacting withvibratoryroller to achieved the desired density , complete as per clause 401) For grading ii material(RCD 4.1) P-158 |
| 21 | Carriage of Materials |
| 22 | Cement + Steel64KM (64P) |
| 23 | Sand 25KM (1K+24P) |
| 24 | Chips 67KM (3K+64P) |
| 25 | Metal 67KM (3K+64P) |
| 26 | Moorum 23KM (2K+20P+1K) |
| 27 | Add GST @12% |
| 28 | Add Labour Cess @1% |
