Construction of Submersible Bridge on SH-209 to Sonimoha-Chond Road ODR-79 Km 2/000 Near Sonimoha Village Tq.Dharur Dist.Beed

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 P.No.27

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 P.No.296

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.1566,Item No.46.30 P.No.297

Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.upto all depth (By Mechnical Or Manual Means as per the requirement of work).Sr No.407, Item No.12.03 P.No.84

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 P.No.84

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 P.No.84

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 P.No.85

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 P.No.86

Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.Sr No.754,Item No.21.40 P.No.157

Providing and laying in situ / ready mix / ready mix M15 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).Sr No.419,Item No.12.25 P.No.86

Providing and filling annular space around footing in rock by using concrete of M 15 grade etc complete.Sr No.524,Item No.15.05 P.No.104

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.628, Item No.17.40 P.No.133

Providing and laying in situ / ready mix M-30 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.17.41 P.No.134

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 P.No.138

Providing tar paper bearing including laying in proper position etc.completed As directed by Engineer in charge.Sr No.450, Item No.13.02

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, P.No.94

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. DSR 2020-21 Sr No.457, Item No.14.01 P.No.93

Providing and laying in situ / ready mix M30 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 a P.No.96

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 GI 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.480,Item No.14.48 P.No.97

Providing and laying cement concrete wearing coat M30 grade including reinforcement as per drawings and technical specifications etc. complete.For Wearing Course Sr No.514, Item No.14.86 P.No.101

Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.Sr No.471, Item No.14.33 P.No.95

Providing vent holes 100 mm longitudinal GI pipe in the slab and wearing course with iron grill at the top etc.Sr No.475, Item No.14.41

Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.Sr No.625, Item No.17.37 P.No.132

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 P.No.91

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.516, Item No.14.88 P.No.101

Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc.complete.Sr No.448, Item No.12.72 P.No.91

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 Sr No.85 Item No.2.09 P.No.23

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.Sr No.99 Item No.2.20 P.No.24

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.2.27 P.No.25

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 roller to achieve the desired density, complete as per clause 401-- Plant Mix Method and Grading - I Material Sr No.116 Item No.3.04 P.No.27

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 IS: 383, 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 P.No.44

Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.Sr No.169, Item No.5.01 P.No.37

Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.Item No 5.15 Sr.No.183 P.No.43

Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395:1997 below concrete pavement including all materials and labour complete.Sr No.187, Item No.5.19 P.No.44

Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.Item No 5.16 Sr.No.184 P.No.43

Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineerincharge..Item No 5.17 Sr.No.185 P.No.43

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer.Item No 5.18 Sr.No.186 P.No.44

Supplying hard murum/ kankar at the road site,including conveying and stacking complete. Item No.2.29a Sr No.102 P.No.25

Spreading hard murum/ soft murrum/ gravel or kankar for side width complete. Item No.2.30 Sr No.104 P.No.25

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. Item No.2.31 Sr No.105 P.No.25

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 Sr No.108 P.No.25

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 Sr No.388 P.No.82

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.Sr No.403, Item No.11.29, P.No.83

Providing and laying cement concrete pipe of IS 458:2003 NP-3 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.11.17 Sr No.388 P.No.82

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