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| 1 | Excavationforfoundation in hard murum including shoring and strutting,dewateringas necessary and disposing off excavated stuff as directed etc. complete. |
| 2 | Excavation for foundation in hard rock by controled 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 / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting 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 natural /artifical sand) |
| 6 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA |
| 7 | Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneissmetal in foundation including necessary formwork, compacting and curing etc complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) |
| 8 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1000 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. |
| 9 | Providing and laying in situ/ ready mix M 20 CC of trap /granite/ quartzite/ gneiss metal for wearing course 8 cm thick including compacting,finishing,curingandfillinginjoints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant /pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 10 | 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. |
| 11 | 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) |
| 12 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. |
| 13 | Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete. |
| 14 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. |
| 15 | Excavation for road way in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 m. and spreading for embankment or stacking as directed. |
| 16 | Excavation for roadway in hard rock by controlled blasting including dressing section to the required grade,camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 m .and spreading for embankment or stocking as directed.(Inculding 50% Utilisation of useable Excavated material) |
| 17 | Excavation for catch / sidewater gutter inall sorts of soils to the specified section including stacking the excavated stuff In a regular bund and disposing o unsuitable or excess stuff as directed all sorts of soils. |
| 18 | Supplying of 80 mm laterite stone metal at the road side for metal including conveying & stacking etc. complete. (S0 metre initial read) Hand broken (Exclu‹iing Royalty) |
| 19 | Supplying of 60 mm laterite stone metal at the road side for metal including conveying & stacking etc. complete. (S0 metre initial read) Hand broken (Exclu‹iing Royalty) |
| 20 | Supplying soft murum at the road site, including conveying and stacking complete. |
| 21 | Spreading 80/40 mm metal for road work including section on get ccomplete as directed by Engineer in charge . |
| 22 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 23 | Compacting 80 mm laterite metal with power roller having weight 8 to 10 MT including necessary labour, materials and artificial watering etc complete |
| 24 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor ,Work completion and liability periodetc ',having rectangular shape of 1.20 m x 0.90 m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamelon back side and border /messages /symbols etc.with approved colour shadepaint complete,on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35 mm x 35 mm x 3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm ,3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cmx 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 25 | Test Reports |
| 26 | Royalty Please Enable Macros to View BoQ information |
