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| 1 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means |
| 2 | Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 3 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) |
| 4 | Providing and fixing 25 mm diameter steel anchor dowel in hard rock including drilling hole of 3 2mm diameter up to 0.75 mtrs depth, placing the dowel inposition and effectively grouting the hole with CM 1:1 proportion etc. complete. |
| 5 | Providing and laying in situ / ready mix controlled grade of M25 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( VSI sand finely washed etc ), excluding reinforcement) |
| 6 | Providing and laying in situ /ready mix / ready mix M10 cement concrete of trap / granite/ quartzite /gneiss metal in foundation including necessary centering, formwork ,bailing out water, compacting and curing et complete. (with fully automatic micro processor based PLC with SCADA enabled with rever sibled rumty pemixer / concrete batch mix plant (pan mixer) with natural /artifical sand) |
| 7 | Providing and laying in situ / ready mix M-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of \\"V\\" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners |
| 8 | Providing and laying in situ / ready mix M 20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCAD Aenabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) RCC work of Ballast walls & Kerb |
| 9 | Providing,cutting,bending,hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 10 | Providing 100 mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete. |
| 11 | Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. |
| 12 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) |
| 13 | Providing and filling sand in foundation trenches / below Raft as per drawing and technical specifications etc. complete. (Coarse Sand and Gravel ) |
| 14 | Providing and fixing N.H . /S.H. Route Marker size 60 cm x 45 cm with one No.direction plate of size 30 cm x 25 cm prepared on 16 gauge M.S.sheet including painting with one coat of zinc cromate stoving primer and two coats each of white and green back ground and back side gray stovee namelled, bonded with cut out of red Retro reflective sheet Engineering grade,border/ letters / numerals and arrow, coated with non pealable crystal clear protective transparent coat retaining 100 % reflection including one One Number of M.S.Angle iron post of size 50 x 50x 5 mm of 3.65 m. long in flated at bottom drilled on to pin one piece without joint painted with white and black bands of 30 cm. fixing board and post with 4 Nos .of high strength G.I. bolts and nuts of size 10 mm dia.and 20 mm long including all taxes, conveying, fixinging round with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc.complete. Mild Steel Route Marker with Engineering Grade |
| 15 | Test Reports |
| 16 | Royalty |
| 17 | RCC Design charges Please Enable Macros to View BoQ information |
