|
| 1 | Clearing scrub jungle etc, complete complying with standard specifications and as directed by the departmental officers |
| 2 | Earth Work Excavation for foundation in all soils and sub soils and to full depth as may be directed by the Departmental Officers except hard rock requiring blasting including shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated soil in layers not exceeding 15 cm thick, well rammed andconsolidated and depositing including all initial leads and initial lifts, etc., complete complying with standard specifications and as directed by the departmental officers. (Open excavation) |
| 3 | Providing and placing in position of plain cement concrete M 10 grade using M. Sand graded hard blue granite broken stone jellyof 40 mm size mixing with mixer machineincluding the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidationfinishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers. |
| 4 | Below G.L upto 1.5 m depth |
| 5 | Providing and placing in position of plain cement concrete M 15 grade using M. Sand graded hard blue granite broken stone jelly of 60% of 40 mm size and 40% of 20 mm size mixing with mixer machine and laying in layers oincluding the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation by using vibrators, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers |
| 6 | Below G.L upto 1.5 m depth |
| 7 | Below G.L 1.5 m to 4.5 m depth |
| 8 | Above G.L upto 4.5 m height |
| 9 | Providing and placing in position of plain cement concrete M 15 using M. Sand hard blue granite broken stone jelly of size 20 mm mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation by using vibrators, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers. |
| 10 | Below G.L upto 1.5 m depth |
| 11 | Providing and placing in position of Reinforced Cement Concrete M 20 using M. Sand hard blue granite broken stone jellyof 20 mm size mixing with mixer machineincluding the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick excluding form works, centring, shuttering and steel fabricationscompacting, consolidation by using vibrators, finishing, watering, curing, etc complete complying with standard specifications and as directed by the departmental officers. |
| 12 | Below G.L upto 1.5 m depth |
| 13 | Supplying and filling with clean river sand in layers of not more than 15 cm thick, well watered, rammed and consolidated etc., complete complying with standardspecifications and as directed by the departmental officers |
| 14 | Supplying and erecting centering for vertical plain / RCC concrete walls of supply channel, retaining wall etc for following height height with necessary supports, all cross bracing with mild steel size of 90 cm x 60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x 25 mm x 3 mm for bearing laid silver Oak / Country wood joist of size 7.50 cm x 5.0 cm spaced @ about 90 cm C / C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C / C, etc., complete complying with standard specifications and as directed by the departmental officers |
| 15 | Upto 0.90 M Height |
| 16 | Upto 1.80 M Height |
| 17 | Upto 2.70/3.00 M Height |
| 18 | 3.00 to 4.00 M Height |
| 19 | 4.00 to 5.00 M Height |
| 20 | Supplying, fabricating and placing in position of Mild Steel or Ribbed Tor Steel for allRCC works as per design & drawing given including cost of steel, binding wire and labour charges for cutting, bending, laying in position and tying with binding wire, etc. complete complying with standard specifications and as directed by the departmental officers |
| 21 | Earth work excavation deploying earth moving machinery for desilting channel having a width of more than10m and forming bund on either side and depositing the earth on banks including jungle clearance etc complete complying with standrad specifications and as directed by the departmental officers |
| 22 | Earth work in all soils except Medium rock / hard rock requiring blasting and conveying for formation of bund with an extra lead of 0 to 5Km deploying earth moving machineries and tippers including benching, formation of bunds, breaking clods and sectioning etc complete complying with standard specifications and as directed by the departmental officers |
| 23 | Supplying and fixing in position of demarcation R.C.C. pre cast post inCement concrete of grade M 15 with well graded aggregates and the nominal maximum size of coarse aggregate of size 20 mm of size 0.20 x 0.20 x 1.45 M and 0.45 x 0.20 x 0.30 m base fixing the post 30 Cm depth below ground level, the post includes using 4 numbers of 10 mm RTS main rod to a length of 1.33 M, using 8 mm MS @ 15 cm spacing as strips with steel centering and painting the post with enamel paint allround the post etc. complete and conveying the post to the site of demarcation boundary such as canal bund/water spread area etc including earth work excavation for foundation (45x45x45cm) in HSC having the base plain cement concrete of 15 cm of grade M 7.5 with well graded aggregates and the nominal maximum size of coarse aggregate of 40 mm of 10 cm thick, and the post embedded by using Cement concrete of grade M10 with well graded aggregates and the nominal maximum size of coarse aggregate of 20 mm of 30cm thick as per the drawing enclosed including cost of earth work, concrete, moulding charges, steel reinforcement, finishing, painting them and marking at top of post, etc .complete complying with standard specifications and as directed by the departmental officers |
| 24 | Providing and placing in position of wheep holes for retaining wall using 110 mm dia PVC pipe heavy duty (PVC Finolex) including cost of all metrails, labour charges etc complete complying with standard specifications and as directed by the departmental officers |
| 25 | GST 18% IN FIGURES |
