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| 1 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete Sr No 123, Item No 3.10 |
| 2 | Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. Sr No 1549, Item No.46.11 |
| 3 | Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia and above. etc complete. Sr No. 1567, Item No. 46.30 |
| 4 | Excavation for foundation by mechanical means in earth soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc completed. Sr No. 407, Item No 12.03 |
| 5 | Excavation for foundation by manual means in Hard murum and Boulders including shoring and strutting as necessary and disposing off excavated stuff as directed etc completed. Sr No.409, Item No. 12.06 |
| 6 | Excavation for foundation by mechanical means in soft rock including shoring and strutting as necessary and disposing off excavated stuff as directed etc completed. Sr No.410, Item No. 12.08 |
| 7 | Excavation for foundation by mechanical means in Hard rock by controlled blasting including shoring and strutting as necessary and disposing off excavated stuff as directed etc completed. Sr No.412, Item No. 12.10 |
| 8 | Dewatering including diversion of stream, providing cofferdams, bunds, etc, as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. Sr No.417, Item No. 12.23 |
| 9 | Providing rubble stone paving 15cm thick in 1:3 cement mortar over a bedding of 15cm thick cement concrete of 1.4:8 proportion with trap/granite/quartzite/gneiss metal including striking joints and watering etc.complete. Sr No.382, Item No. 11.06 |
| 10 | Providing and laying in situ cement concrete M15 of trap/granite/quarzile etc completed Sr No. 422, Item No. 12.29 |
| 11 | 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. Sr No.629, Item No. 17.40 |
| 12 | Providing and laying in situ/ready mix M-30 cement concrete Trap/ Granite/ Quartzite/ Gneiss metal for R.C.C. well curbs including necessary compacting by vibrating, finishing and curing complete with fine agreegates of required specifications (VSI sand finely washed etc) (excluding reinforcement and including shuttering) A) With Batch Mix Plant With fully automatic micro processor based PLC with SCADA enabled. Sr No.604, Item No.17.16 |
| 13 | Providing and laying in situ / ready mix controlled M-30 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) Sr No.642, Item No.17.54 |
| 14 | Providing tar paper bearing including laying in proper position etc.completed As directed by Engineer in charge. Sr No.450, Item No. 13.02 |
| 15 | Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/quartzite/ gneiss metal 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 processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (VSI sand finely washed etc ). Sr No.465, Item No. 14.17 |
| 16 | Providing, cutting, bending, hooking, fying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete DSR 2020-21 Sr No.457, Item No 14.01 |
| 17 | Providing and laying in situ / ready mix M20 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 SCADA enabled concrete batch mix plant/pan mixer with fine agreegates of required specifications (VSI sand finely washed etc)RCC work of Ballast walls & Kerb. Sr No 476,Item No. 14.44 |
| 18 | Providing railing of mild steel angle post 2.0m center to center of section 75mm x 75mm x 10mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm diameter MS bar welded at the bottom and concreting of 1.3.6 of size 30cm x 30cm x 30cm with three rows of 40mm B class Gl pipe provided at 30cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting. curing of concrete etc complete. Sr No.478, Item No. 14.48 |
| 19 | Providing and laying cement concrete wearing coat M30 grade including reinforcement as per drawings and technical specifications etc. complete. Sr No.514, Item No. 14.86 For Wearing Course |
| 20 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. Sr No.471, Item No. 14.33 |
| 21 | Providing vent holes 100 mm longitudinal Gl pipe in the slab and wearing course with iron grill at the top etc. Sr No.475, Item No. 14.41 |
| 22 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. Sr No.622, Item No. 17.37 |
| 23 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) Sr No.446, Item No. 12.70 |
| 24 | Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize 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 Sr No.513, Item No. 14.88 |
| 25 | APPROACHES & DIVERSION Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, 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 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means. DSR I.NO 2.09 PAGE NO 27 |
| 26 | Excavation for catch / side water gutter in Hard murum strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. By Mechanical Means.I.NO.2.20 PAGE NO 28 |
| 27 | Providing earth work in embankment with approved materials obtained from departmental land 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 to achieve not less than 97% of standard proctor density etc. complete. Sr No. 100, Item No.2.28 |
| 28 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader /Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 - Plant Mix Method and Grading - II Material DSR I NO 3.02 |
| 29 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to 18 3863, the size of coarse aggregate not exceeding 25 mm. cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc complete. etc. Sr No. 181, Item No.5.13 |
| 30 | Providing and laying in situ cement concrete M-30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen (excluding reinforcement) with coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) etc. complete. Sr No. 190, Item No.5.22 |
| 31 | Providing dry rubble stone pitching 23 cm (about 9) thick including all material, quarry spalls, labour etc. complete. (lead to be considered seperately) DSR I NO 2.34 PAGE NO 29 |
| 32 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 1000mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.DSR I NO 11.12 PAGE NO 81 1000 mm diameter Please Enable Macros to View BoQ information |
