Construction of Bridge with Approaches on Ahamadpur Ghotka Shindagi Kurula Kandhar Barul Gadga Road SH-56 Km. 229/400, Km. 232/200, Km. 237/00, Km. 240/100, Km. 242/400, Km. 245/00, Km. 247/00, 248/00 Tq. Kandhar Dist. Nanded

Amount

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

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 Mechanical Means)

Bridge at Ch 229/400 : a) Upto 1.50m lift Normal Rate

Bridge at Ch 232/200 : a) Upto 1.50m lift Normal Rate

Bridge at Ch 242/350 : a) Upto 1.50m lift Normal Rate

Bridge at Ch 245/000 : a) Upto 1.50m lift Normal Rate

Bridge at Ch 247/000 : a) Upto 1.50m lift Normal Rate

Bridge at Ch 247/500 (248/000) : a) Upto 1.50m lift Normal Rate

Bridge at Ch 229/400 : b) 1.50m to 3.00m lift, Add 10%

Bridge at Ch 232/200 : b) 1.50m to 3.00m lift, Add 10%

Bridge at Ch 242/350 : b) 1.50m to 3.00m lift, Add 10%

Bridge at Ch 245/000 : b) 1.50m to 3.00m lift, Add 10%

Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth, placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc. complete.

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Providing and laying plain in situ / ready mix M-30 cement concrete of trap/ granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Providing and filling annular space around footing in rock by using concrete of M15 grade etc. complete.

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

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 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

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 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Providing and filling sand in foundation trenches / below Raft as per drawing and technical specifications etc. complete. (Coarse Sand and Gravel )

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

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)

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

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)

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Providing and casting in situ / ready mix PCC M20 grade of trap metal for coping to head walls / parapet including centering, form work, compaction and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Providing and laying in situ / ready mix M-30 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) .

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Providing and laying in situ / ready mix controlled grade of M30 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing 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 fine agreegates of required specifications ( VSI sand finely washed etc ), excluding reinforcement)

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Prividing and fixing pressure relief pipes of 110 mm diametre of PVC as per drawing for R.C.C Raft, galaries returns, abutments, wing wall etc complete.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

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.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solid piers,column 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 formwork, centering ( excluding dewatering by means of pump) and including bailling out water and including CM 1:3 curing complete. a) Height upto 5 M. (With Concrete Mixer) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

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

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

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.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

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.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

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. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications (VSI sand finely washed etc) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

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 )

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Providing tar paper bearing including laying in proper position etc. complete.

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

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 ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

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.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Providing vent holes 100mm diameter GI pipe in the slab and wearing course with iron grill at the top and GI pipe at bottom as per drawing etc. complete.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Providing and laying cement concrete wearing coat M30 grade with batch mix type / concrete mixer with SCADA including reinforcement as per drawings and technical specifications etc. complete with fine agreegates of required specifications ( VSI sand finely washed etc )

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

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 Box returns

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

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.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

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.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Providing flexible apron of 100 cm thick comprising of loose stone boulders weighing not less than 40Kilogrambeyond curtain wall etc. complete.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

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.

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

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)

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

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 - III Material

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates)

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

DENSE BITUMINOUS MACADAM:--Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade,@ 4.50 % by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 76/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler (VG-30 bulk bitumen rates are considered to arrive at rates)

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Approach Road at Ch 248/000 to 249/00

BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Approach Road at Ch 248/000 to 249/00

Providing and fixing trap / granite / quartzite / gneiss guard stone / indicator stones / boundary stones of standard size and shape including fixing in block of … standard size with white washing etc. complete.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

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.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)""

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

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.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of 2 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Bridge at Ch 229/400

Bridge at Ch 232/200

Bridge at Ch 242/350

Bridge at Ch 245/000

Bridge at Ch 247/000

Bridge at Ch 247/500 (248/000)

Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area .

Approach Road at Ch 248/000 to 249/00

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.

Approach Road at Ch 248/000 to 249/00

Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.

Approach Road at Ch 248/000 to 249/00

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 ( Material obtained from departmental Land)

Approach Road at Ch 248/000 to 249/00

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)

Approach Road at Ch 248/000 to 249/00

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 - II Material

Approach Road at Ch 248/000 to 249/00

Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver.

Approach Road at Ch 248/000 to 249/00

Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.

Approach Road at Ch 248/000 to 249/00

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates)

Approach Road at Ch 248/000 to 249/00

Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

Approach Road at Ch 248/000 to 249/00

Providing and fixing RCC 200 meter Stone as per I.R.C. standard including fixing in standard size in CC 1:4:8 block including curing, painting lettering etc. complete.

Approach Road at Ch 248/000 to 249/00

Providing and fixing 1:2:4 ordinary km. Stone as per I.R.C. standard including fixing in standard size in CC 1:4:8 block including curing, painting lettering etc. complete.

Approach Road at Ch 248/000 to 249/00

Part - B (QC & Royalty Charges) Royalty charges as per SSR For All other Minerals

Sr.No.70.01 to 70.47 Part B amount is 98,24,400/-

GARGI DEVELOPERS