WIDENING AND STRENGTHENING OF MAHOLI HARGAON LAHARPUR BHADFAR ROAD (SH-140) DISTRICT SITAPUR

Amount

Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2. Ch. 34.400- 48.08

Excavation for road work in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tipper,trimming bottom and side slopes in accordance with requirments of lines,grades and cross sactions,and transporting to the embankment location with in all lifts and lead upto 1000m. Ch. 34.400- 48.08

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Ch. 34.400- 48.08

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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Stablized with 1% cement and 3.50% Emulsion) Ch. 34.400- 48.08

Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75kg/sqm usingmannual means . Ch. 48.080-70.13

Providing and applying tack coat with bitumen (VG-10) using Bitumen Pressure distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom . Ch. 34.400- 48.08

Providing and laying dense graded bituminous macadam with Computerized HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix , transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H Specifications Clause 507 complete in all respects. Ch. 48.080-70.13

Providing and applying tack coat with bitumen (VG-10) using Bitumen Pressure distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom . Ch. 48.080-70.13

Providing and laying bituminious concrete with Computerized hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix, transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H Specifications Clause 509 complete in all respects. Ch. 34.400- 48.08

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density Ch. 48.080-70.13

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete withshovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Ch. 48.080-70.13

Scarifying existing bituminous road surface to a depth of 50 mm and disposal of scraified material within all lifts and lead upto 1000 metres. Ch. 48.080-70.13

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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Ch. 34.400- 48.08

Brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mudmortar including labour & supply of bricks finished to required teplate and in proper alingment and also including dressing & ramming the excavated earth as directed by the Engineer - in -charge. Ch. 48.080-70.13

H.P. Culvert and RCC Culvert Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ch. 34.400- 48.08

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. Ch. 34.400- 48.08

Furnishing and placing reinforced cement concrete in super structure as per drawing and Technical Specifications.as per technical specification 1500 (M-25) Ch. 48.080-70.13

Furnishing and placing reinforced cement concrete in super structure as per drawing and Technical Specifications.as per technical specification 1500 (M-20) Ch. 34.400- 48.08

Supplying fitting and placing HYSD bar reinforcement in sub and superstructure. such as reinforced concrete or reinforced brick work (When not wrougt to include in overall rates) wrougt to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised overlapping shallbe measured upto floor two level. Ch. 34.400- 48.08

Laying of reinforcement conrement pipe for culvert on first class bedding of granula material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works back filling concrete and masonary works in head walls and prapets. Ch. 48.080-70.13

Providing and laying PVC pipe of 75mm dia ISI mark for Weep holes. Ch. 34.400- 48.08

Brick masonry work in 1:3 cement mortar in foundation complete exculding pointing and plastering as per drwaing and technical specification clauses 600,1202&1203 Ch. 34.400- 48.08

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification. Ch. 34.400- 48.08

Plastering with cement mortar (1:3)on brick work in substructure/superstracutre as per technical specification.1300&2200 s.n.13.3 Ch. 34.400- 48.08

Filling brick bats back side the culver including cost of material et complete. Ch. 34.400- 48.08

Dewateromg pf ground water during the constructon of culvert Ch. 34.400- 48.08

U Type Drain Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ch. 34.400- 48.08

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. Ch. 34.400- 48.08

Brick masonry work in 1:3 cement mortar in foundation complete exculding pointing and plastering as per drwaing and technical specification clauses 600,1202&1203 Ch. 34.400- 48.08

Plastering with cement mortar (1:3)on brick work in substructure/superstracutre as per technical specification.1300&2200 s.n.13.3 Ch. 34.400- 48.08

Furnishing and placing reinforced cement concrete in super structure as per drawing and Technical Specifications.as per technical specification 1500 (M-20) Ch. 34.400- 48.08

Supplying fitting and placing HYSD bar reinforcement in sub and superstructure. such as reinforced concrete or reinforced brick work (When not wrougt to include in overall rates) wrougt to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised overlapping shallbe measured upto floor two level. Ch. 34.400- 48.08

Bridge Dismantling of existing structures,like culverts,bridges,retaining wall and other structure comprising of brick masonary,including unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Ch. 48.080-70.13

Proiding & Laying Cutting edge of Structural Steel weighing 43 kg per meter for Well Foundation as per drawings & section 1200 &1900 of MORT&H Specifications (2001). Dia = 4.15 m Ch. 48.080-70.13

Providing & Laying M 25 Grade Reinforced Cement Concrete in Well Steining as per drawings & section 1200, 1500 & 1700 of MORT&H Specifications (2001). Ch. 48.080-70.13

Providing & Laying M 25 Grade Reinforced Cement Concrete in Well Steining as per drawings & section 1200, 1500 & 1700 of MORT&H Specifications (2001). Ch. 48.080-70.13

S/F Tarfelt paper as a bearing between abutment cap and deck slab including all material, labour T & P etc complete as per direction of E/I Ch. 48.080-70.13

Sinking of 4 M external diameter Well through all type of strata upto depth of 3.0 m from the bed level as per drawings & section 1200 of MORT&H Specifications (2001). (0.00 to 3.00 mtr) Ch. 48.080-70.13

Sinking of 4 M external diameter Well through all type of strata upto depth of 3.0 m from the bed level as per drawings & section 1200 of MORT&H Specifications (2001).(3.00 to 10.00 mtr) Ch. 48.080-70.13

Sinking of 4 M external diameter Well through all type of strata upto depth of 3.0 m from the bed level as per drawings & section 1200 of MORT&H Specifications (2001).(10.00 to 13.00 mtr) Ch. 48.080-70.13

Providing & Laying M 25 Grade Plain Cement Concrete in Bottom Plug as per drawings & section 1200, 1500 & 1700 of MORT&H Specifications (2001). Ch. 48.080-70.13

Providing & Laying M 25 Grade Plain Cement Concrete inIntermediate Plug as per drawings & section 1200, 1500 & 1700 of MORT&H Specifications (2001). Ch. 48.080-70.13

Filling Well Foundation with local sand as per drawings & clause 1209 of MORT&H Specifications (2001). Ch. 48.080-70.13

Providing & Laying M 30 Grade Reinforced Cement Concrete in Well Cap as per drawings & section 1200, 1500 & 1700 of MORT&H Specifications (2001) : Ch. 48.080-70.13

Providing & Laying M 30 Reinforced Cement Concrete in substructure such as Pier, Abutment, Pier Cap, Abutment Cap, Pedestal, Back wall, Return wall, etc as per drawings & section 1500, 1700 & 2200 of MORT&H Specifications (2001) Ch. 48.080-70.13

Providing & Laying M:25 Grade Reinforced Cement Concrete in Deck Slab superstructure as per drawings, Technical specificaitons section 1500, 1700, 1800 & 2300 of MORT&H Specifications (2001) : Ch. 48.080-70.13

Providing & laying HYSD (Fe 415) bar reinforcement in foundations, Sub-structures & Super-structures as per drawings & section 1600 of MORT&H Specifications (2001) including wastage, laps etc Ch. 48.080-70.13

100 mm dia galvanised steel Drainage Spouts & drainage pipes with all clean out & others fixtures from deck as per drawings & clause 2705 of MORT&H Specifications (2001). Ch. 48.080-70.13

Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm per standard Drawing and vertical movement of 3 mm. Ch. 48.080-70.13

M 25 Reinforced Cement Concrete approach slab including cost of reinforcements as per drawing & clause 1500, 1600, 1700 & 2700 MORT&H Specifications (2001) Ch. 48.080-70.13

Plain Cement Concrete M 15 ordinary grade levelling course below approach slab as per drawing & clause 1500, 1700 & 2700 MORT&H Specifications (2001) Ch. 48.080-70.13

Construction of RCC railling of M 25 grade in situ with 20 mm nominal size aggregate true to line and grade tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm leaving adequate space between vertical post for expansion, complete as per approved drawings and Technical Specifications. Ch. 48.080-70.13

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 Ch. 48.080-70.13

Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant ,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat . Ch. 48.080-70.13

Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . Ch. 48.080-70.13

Laying of reinforcement conrement pipe for culvert on first class bedding of granula material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works back filling concrete and masonary works in head walls and prapets. Ch. 34.400- 48.08

Providing and laying filter material undermeath pitching in slopes complete as per drawing and Technical Specification.

Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specification. i/c all complet.

Road Safety Supply, fixing & eraction of built up Overhead Structure of 12M-15M span comprising of three vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90 mm of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:4:8 (cement coarse sand and 40 mm gauge S.B) RCC with 1:2:4 (cement, coarse sand and 20 mm stone grit) including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Ch. 34.400- 48.08

Supply, fixing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 90x90M of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:4:8 cement coarse sand and 40 mm gauge stone ballast. RCC withand 1:2:4 cement coarse sand and 20 mm stone grit including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Ch. 34.400- 48.08

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 Ch. 34.400- 48.08

P/L hot applied thermoplastic compund 2.5 mm thick including reflectionsing glass beads @ 250gms per sqm area, thickness of 2.5mm is exclusive of suraface applied glass beads as per IRC:35 the finished surface to be level, uniform and free from streak and holes. Ch. 34.400- 48.08

Supplying and instalation of delinators (road way indicators, hazard markers, object marker) 80-100 cm. high above ground level, painted black and white in 15 cm. wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing. Ch. 34.400- 48.08

S/F of Pavement maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison/3-M(USA Make) Consisting of ASA plastic housing fitted with lightly adherent plotting compound. The Housing shall contain prismatic two glass covered prismatic reflective face to reflect inident light l/C all tax. Ch. 34.400- 48.08

Supply & fixing of Retro refelective high intensity informary sign board/cautionary sign board etc. As per MoRTH- Specificaion and analysis attached. For school /Hospitals/Intersection at abadi 120 cm x 90 cm Rectanguler Board Ch. 34.400- 48.08

For T-Junction Village roads 90 cm equilateral Triangle Board Ch. 34.400- 48.08

For Speed limit Board Ch. 34.400- 48.08

Hazard Marker 30 cm x 900 cm Rectanguler Board Ch. 34.400- 48.08

Stop Board Ch. 34.400- 48.08

Chaevron board Ch. 34.400- 48.08

Village name board Ch. 34.400- 48.08

M/s Progressive Construction Company