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| 1 | Part A |
| 2 | Cleaning and removal of earth, silt, sludge, kankar, boulder, building material and garbage in existing nallah/drains including construction of bypass arrangement to bypass water with 1.5m lift from ground level and lead upto 50 m including foul & saturated condition where pumping out or bailing out of water is required, including shoring, shuttering where required and dewatering. Making access for disposal and dressing disposal side as per the directed of the Engineer.For Depth upto 1.50 mBibnwa road puliya to Tehsil side from ch no 2500 to ch n 3650jaitsagar gate to first puliya meera gate to jaitsagar nala lateral drainmeera gate to jaitsagar nala lateral drain BoxesNear CT parcota wall to jaitsagar lateral drain |
| 3 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. |
| 4 | In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 mBibnwa road puliya to Tehsil side from ch no 2500 to ch n 3650Bibnwa road puliya to Tehsil side from ch no 2500 to ch n 3650jaitsagar gate to first puliya jaitsagar gate to first puliya meera gate to jaitsagar nala lateral drainmeera gate to jaitsagar nala lateral drain BoxesNear CT parcota wall to jaitsagar lateral drain |
| 5 | Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.1.1Bibnwa road puliya to Tehsil side from ch no 2500 to ch n 3650meera gate to jaitsagar nala lateral drainmeera gate to jaitsagar nala lateral drain BoxesNear CT parcota wall to jaitsagar lateral drain |
| 6 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. |
| 7 | In hard rock (Blasting prohibited)Depth upto 1.5 mjaitsagar gate to first puliya jaitsagar gate to first puliya |
| 8 | Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.4.1jaitsagar gate to first puliya |
| 9 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. |
| 10 | Cement Concrete Grade M-15 and above and PCC blocks (LS) |
| 11 | Dismantling Brick / Tile work |
| 12 | In cement mortar |
| 13 | Dismantling Stone Masonry |
| 14 | Rubble stone masonry in cement mortar. |
| 15 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: |
| 16 | Sand, bazri, ballast, kankar 5 Km |
| 17 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 18 | Providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ levelling course/ pile cap using concrete mixer and vibrator complete including cost of form work, as per drawing and technical specifications and as per clause 1100, 1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery. |
| 19 | PCC Grade M -15Bibnwa road puliya to Tehsil side from ch no 2500 to ch n 3650jaitsagar gate to first puliya meera gate to jaitsagar nala lateral drainmeera gate to jaitsagar nala lateral drain BoxesNear CT parcota wall to jaitsagar lateral drain Add Extra |
| 20 | Providing, laying and compacting design mix plain/ reinforced cement concrete of specified grade in foundation/ levelling course/ pile cap using batching plant, transit mixer and concrete pump and vibrator including cost of form work, complete as per drawing and technical specifications as per clause 1100, 1500,1700,2100 of MoRT&H specification including all material, labour, machinery, and maintenance of diversion |
| 21 | RCC Grade M -30Bibnwa road puliya to Tehsil side from ch no 2500 to ch n 3650jaitsagar gate to first puliya meera gate to jaitsagar nala lateral drain |
| 22 | Providing and laying structural plain/ reinforced cement concrete(design mix) of specified grade in substructure at all levels usingbatching plant, transit mixer, concrete pump and vibrator includingcost of form work complete as per drawing and clause 1500, 1700and 2200 of MoRT&H specification including all scaffolding, material,labour, machinery etc. including Providing /mixing of synthetic fiberscompulsorily complying with IS 16481:2022 of 06 mm/12 mm lengthto be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kgCement up to 900 gms per cum of Concrete/ mortar. |
| 23 | RCC Grade M -30Bibnwa road puliya to Tehsil side from ch no 2500 to ch n 3650jaitsagar gate to first puliya jaitsagar gate to first puliya (crest wall )meera gate to jaitsagar nala lateral drainLS Haunchingadd Extra L.S |
| 24 | Providing and laying TMT bar reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery. |
| 25 | Providing and laying Precast reinforced cement concrete Box culvertsection of M-40 grade designed for 'AA' class loading as per IRCspecifications including the effect of impact, EQ etc. complete onfirm base of 200mm thick lean concrete of M-10 grade withaggregate of size 40mm nominal of following internal sizes. Thework includes required safety measures, construction of drain fordiversion of flowing water, cost of design of RCC Precast Box and itsproof checking from IIT/MNIT Jaipur etc. complete in all respect asper specifications |
| 26 | Size 1.50 M x 1.50 M |
| 27 | Size 2.00 M x 2.00 M |
| 28 | Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurement of girth to be done at height of 1 m above ground level) |
| 29 | Girth from 600 mm to 900 mm (LS) |
| 30 | Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately as per MoRT&H specification clause 202. |
| 31 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 32 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 33 | Providing weep holes in brick/ stone masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with following dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face complete as per drawing, technical specifications and clause 2205 of MoRT &H Specification including all scaffolding, material, labour, machinery etc. 100 mm dia |
| 34 | Random rubble masonry with hard stone in foundation and plinth :25.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 35 | Cement plastering including T&P, scaffolding, material and completelabour, including cost of water, curing, racking of joints etc. with 12mm cement plaster of mix : including Providing /mixing of syntheticfibers compulsorily complying with IS 16481:2022 of 06 mm/12 mmlength to be mixed @ 0.25% by weight of Cement i.e. 125 gms per50 kg Cement up to 900 gms per cum of Concrete/ mortar32.1.1 1:4 (1 cement : 4 fine/ coarse sand |
| 36 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, 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, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 37 | Providing and laying un-reinforced, dowel jointed, plain cementconcrete mix in pavement over a prepared sub base with 43 gradecement, coarse and fine aggregate conforming to IS: 383, maximumsize of coarse aggregate not exceeding 25 mm, mixed in a batchingand mixing plant as per approved mix design, transported to site,laid with a fixed form or slip form paver, spread, compacted andfinished in a continuous operation including provision of contraction,expansion, construction and longitudinal joints, joint filler, separationmembrane, sealant primer, joint sealant, debonding strip, dowel bar,tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 ofMoRT&H specification including all material, labour, machinery,lighting, guarding and maintenance of diversion.PCC M-30 Please Enable Macros to View BoQ information |
