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| 1 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By /manaual 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 | Excavation for foundation in hard rock by chiselling and including shoring and strutting,dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 4 | 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) |
| 5 | 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. |
| 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-15 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 filling annular space around footing in rock by using concrete of M 15 grade etc complete |
| 9 | Providing and laying in situ / ready mix controlled M-25 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 10 | Providing and layingin situ/ ready mix M-25 controlled cement concrete of trap/granite/ quartzite/ gneissmetal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro process or based PLC with SCADA enabled concrete batch mix plant / panmixer and fine agreegates of required specifications ( Natural sand/ VSI sand finely washed etc ) |
| 11 | 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 |
| 12 | 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. |
| 13 | Providing tar paper bearing including laying in proper position etc. complete. |
| 14 | Providing expansion joints with 25 mm thick bituminous pad as per detailed drawings etc. complete. |
| 15 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. |
| 16 | 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 ) |
| 17 | Providing rubble filling of trap / granite /quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete. |
| 18 | Providing and laying 0.90 meter thick metal mat consisting of rubble ,over size metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. |
| 19 | Providing 100 mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete. |
| 20 | Providing railing of mild steel angle post 2.0 m center to center of section 75 mm x 75 mm x10 mm or equivalent I/Csectionof height 1.05 above bridge surface with minimum anchor length of 30cmincludinghold fast of 25 mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30 cm x 30 cm x 30cm with three rows of 40 mm B class GI pipe provided at 30 cm on center to center including scaffolding and one coat of anti corrosive paint with two coats of oil painting, curing of concrete etc. complete. |
| 21 | 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) |
| 22 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material |
| 23 | Providing and fixing Road junction / Information sign board of size 0.90 m x0.60 m. prepared on16 gaug eM.S. sheet with angle iron frame of size 35 x 35 x5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green / white back ground and back side gray stovee namelled,bonded with red retro reflective sheet Engineering grade, border / letters /numeral / arrows, coated with non pealable crystal clear protective coat retaining 100%reflection including twoangle ironpost of size 5 x 50 x 5 mm of 3.65 m long in flated atbottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I.bolts and nuts of size10 mm dia.and 20 mm longsheet and angle ironpost inonepiecewithout joints includingall taxes, conveying,fixinging round with cement concrete 1:4:8 block of 60 cm x 60cm x75cm size as directed by Engineer-in-chargeetc.complete.Mild Steel Board with Engineering Grade. |
| 24 | Test Reports |
| 25 | Royalty Please Enable Macros to View BoQ information |
