WIDENING AND STRENGTHENING OF MANDHANA BITHOOR ROAD KM- 1 TO 8(800) FROM 02 LANE TO 04 LANES (WITH BRIDGE CONSTRUCTION) (INCLUDING 5 YEARS MAINTENANCE COST) IN KANPUR NAGAR UNDER BITHOOR CONSTITUENCY.

Amount

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.

Dismantling of existing structures like culverts, bridges, retaining walls 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 1000 metres as per MORT&H specficatin clause no.202.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m as per MORT&H specficatin clause no.301.

Construction of Embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. carted earth 5.0 km

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (For Compaction only)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Carted earthwork upto 5.00 km)

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 on prepared surface and compacting with vibratory power roller to achieve the desired density, complete asper MORT&H specficatin clause no.401.

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. As per clause no. 406

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per specification clause no. 502.

Providing and laying dense graded bituminous macadam with higher capacity batch type 120 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, 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 MoRTH specification clause No. 505 complete in all respects. (DBM Grade-1)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per specification clause no. 502.

Providing and laying dense graded bituminous macadam with higher capacity batch type 120 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, 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 MoRTH specification clause No. 505 complete in all respects Grading-II.(Rate Including Bitumin VG-30)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, 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 MORTH specification clause No. 507 complete in all respects Grading-II.(Rate Including Bitumin VG-30)

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409. PCC M-15 for Kerb base

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409. PCC M20 for Kerb Cast in Situ

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.asper MORT&H specficatin clause no.2100.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.(Grade M20) asper MORT&H specficatin clause no.1500,1700 &2200.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.asper MORT&H specficatin clause no.1600.

Brick Masonry Work in Cement Mortar 1:3 in sub strructure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.asper MORT&H specficatin clause no.1300.

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications asper MORT&H specficatin clause no.1300 &2200.

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications asper MORT&H specficatin clause no.1300 & 2200

Filling brickbats as filler material between roadcrust and abutment.

1st class bedding of 40 mm gauge brick ballast under & side of Hume pipe

Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. as per technical specification no. 2900 (1000 mm dia)

Markings of centre line, Road edge lines on both side of Road with hot applied thermoplastic road marking paint material conforming to MORT&H clause 803.4.2 and marking complete as per clause 803 of MORT&H specifications 2004 (up to date revision)

Supply fixing and Erection of built-up Ovehead structure of 25.00m span comprising of one vertical post of 6.00m high made up of 300mm NB heavy class M.S. pipe as vertical member welded with 10mm MS plate at top and 12mm MS plate at bottom. The horizontal truss shall comprise of 50mm dia heavy class MS pipe and 40 mm dia heavy MS pipe as bracing and 10mm MS plate at bottom for fixing to vertical post as per structure design and drawing with one coat of steel primer and two coats of synthetic enamel paint. The work includes construction of RCC foundation of 900X900 mm of required depth as per site condition for built up structure including earth work in excavation ,100mm thick lean concrete in 1:4:8 cement and coarse sand and 40mm gauge stone ballast RCC with hand mixing in 1:2:4 cement coarse sand and 20 mm stone grit including cost of reinforcement ,shuttering and cantering complete as per direction of E/I.

Supply fixing and Erection of built-up cantilever structure of 6.00m span comprising of one vertical post of 6.00m high made up of 300mm NB heavy class M.S. pipe as vertical member welded with 10mm MS plate at top and 12mm MS plate at bottom. The horizontal truss shall comprise of 50mm dia heavy class MS pipe and 40 mm dia heavy MS pipe as bracing and 10mm MS plate at bottom for fixing to vertical post as per structure design and drawing with one coat of steel primer and two coats of synthetic enamel paint. The work includes construction of RCC foundation of 900X900 mm of required depth as per site condition for built up structure including earth work in excavation ,100mm thick lean concrete in 1:4:8 cement and coarse sand and 40mm gauge stone ballast RCC with hand mixing in 1:2:4 cement coarse sand and 20 mm stone grit including cost of reinforcement ,shuttering and cantering complete as per direction of E/I.

Supply and fixing of retro reflective high intensity sign board on 2 mm aluminium sheet. As per MORTH specification

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

Providing and fixing of cats eyes type IZ-ASTMO-4956-04 of approved quality i.e. Avery, Dennison or 3-M (USA make)consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prim Eric reflective face to reflect incident light including all taxes.

Supply fixing of delineators( Road way indicators hazard marker, object marker)80 to 100 cm high above fixing bed level, painted block and white in 15 cm wide strips fitted with 80X100mm rectangular or 75 mm dia circular reflectorized panel at top ,buried or pressed into the ground and conforming to IRC 79 and the drawing

Supply and fixining of 100 mm dia PVC Pipe for Supply of Street light.

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 811

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. (Informatory)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (Cautionary/ Warning Sign Board)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (Hazard Marker)

Maintenance of bituminous surface road and / or gravel road and / or WBM road including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drains, maintenance of guard rail and parapets, maintenance of road signs, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc., white washing of parapets including CD works, painting of guard stones and Re-Fidding of displaced guard stones etc. as per Direction of E/I for the period of Five Year from the actual completion of work. (Excluding G.S.T.) (as per performance Index Annexure-1) mentioned in GO No. 17/2024/sa-113/23-1- 2024-23-1099/113/2023 dated 16.01.2024 & Enc Letter no. 3689/C- OPRMC/MUL-2023-24 dated 17.02.2024) (I) Maintenance of First Year (@0% of Total Work Amount of 1 to 36)

Maintenance of bituminous surface road and / or gravel road and / or WBM road including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drains, maintenance of guard rail and parapets, maintenance of road signs, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc., white washing of parapets including CD works, painting of guard stones and Re-Fidding of displaced guard stones etc. as per Direction of E/I for the period of Five Year from the actual completion of work. (Excluding G.S.T.) (as per performance Index Annexure-1) mentioned in GO No. 17/2024/sa-113/23-1- 2024-23-1099/113/2023 dated 16.01.2024 & Enc Letter no. 3689/C- OPRMC/MUL-2023-24 dated 17.02.2024) (II) Maintenance of Second Year (@0.25% of Total Work Amount of 1 to 36)

Maintenance of bituminous surface road and / or gravel road and / or WBM road including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drains, maintenance of guard rail and parapets, maintenance of road signs, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc., white washing of parapets including CD works, painting of guard stones and Re-Fidding of displaced guard stones etc. as per Direction of E/I for the period of Five Year from the actual completion of work. (Excluding G.S.T.) (as per performance Index Annexure-1) mentioned in GO No. 17/2024/sa-113/23-1- 2024-23-1099/113/2023 dated 16.01.2024 & Enc Letter no. 3689/C- OPRMC/MUL-2023-24 dated 17.02.2024) (III) Maintenance of Third Year (@0.50% of Total Work Amount of 1 to 36)

Maintenance of bituminous surface road and / or gravel road and / or WBM road including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drains, maintenance of guard rail and parapets, maintenance of road signs, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc., white washing of parapets including CD works, painting of guard stones and Re-Fidding of displaced guard stones etc. as per Direction of E/I for the period of Five Year from the actual completion of work. (Excluding G.S.T.) (as per performance Index Annexure-1) mentioned in GO No. 17/2024/sa-113/23-1- 2024-23-1099/113/2023 dated 16.01.2024 & Enc Letter no. 3689/C- OPRMC/MUL-2023-24 dated 17.02.2024) (IV) Maintenance of Fourth Year (@0.75% of Total Work Amount of 1 to 36)

Maintenance of bituminous surface road and / or gravel road and / or WBM road including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drains, maintenance of guard rail and parapets, maintenance of road signs, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc., white washing of parapets including CD works, painting of guard stones and Re-Fidding of displaced guard stones etc. as per Direction of E/I for the period of Five Year from the actual completion of work. (Excluding G.S.T.) (as per performance Index Annexure-1) mentioned in GO No. 17/2024/sa-113/23-1- 2024-23-1099/113/2023 dated 16.01.2024 & Enc Letter no. 3689/C- OPRMC/MUL-2023-24 dated 17.02.2024) (IV) Maintenance of Fifth Year (@1.00% of Total Work Amount of 1 to 36)

Earth work 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,and backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per MoRTH Spec. clause no. 304

Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well. As per Morth specification No. 1200.

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter- 1200 mm for piers) As per Morth specification No. 12.25 and 1100 & 1700.

Providing Steel Liner 8 mm thick for Piles upto 10 Rm depth including Fabricating and Setting out as per Detailed Drawing. MoRT&H specification no.12.22 & 1200 & 1900.

Providing and laying of PCC M15 levelling course 150mm thick below the pile cap. MoRT&H 12.39 and specification 1100&1700.

Cement Concrete for Reinforced Concrete M 35 in Pile Cap complete as per Drawing and Technical Specification. MoRT&H 12.38 and specification 1100, 1500 &1700.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.MoRT&H 12.40 and specification 1600.

Dismantling of Reinforced Concrete Pile head Complete as per Drawing and Technical Specification

Plain/Reinforced cement concrete RCC Grade M30 in sub-structure complete as per drawing and Technical Specifications. MoRT&H 13.5 and specification 1500, 1700 & 2200

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Sub Structure complete as per Drawing and Technical Specifications. MoRT&H 13.6 and specification 1600 & 2200

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Furnishing and Placing M40 Grade Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification. MoRT&H 14.1 and specification 1500 &1600 1700.

Supplying fitting and placing of Un-Coated HYSD Bars reinforcement in foundation complete as per drawing and technical specifications

Crash Barrier for bridge (Height 1100 mm) as per details given IRC - 5 (fig.-2)(Area-0.298 sqm. For 1 meter length), (M40 grade concrete & HYSD steel reinforcement)

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Drainage Spouts complete as per drawing and Technical specification. MoRT&H 14.9 and specification 2705.

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Lifting, transportation, carrying to launching plateform and placing in position RCC concrete girders as per drawing and technical specifications. MoRT&H 14.13 and specification 1800 & 2300.

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification 14.11, 1500, 1600, 1700, 2704.

Providing and laying Filter material underneath 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 front of toe of embankment complete as per drawing and Technical specifications

Earth work 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 and backfilling with approved material.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per Specification clause no. 2100.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications clause no. 1500, 1700 & 2200

Supplying, Fitting and Placing HYSD bar Reinforcement in Sub Structure complete as per Drawing and Technical Specifications clause no. 1600, 2200

Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401(Gradding IV)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete.

SURAJ BUILDER INDIA PVT. LTD. (BID ID -5078038)

SHARMA CONSTRUCTION PROJECT PVT LTD (BID ID -5088422)

SRS EXPRESS PRIVATE LIMITED (BID ID -5088781)

SAMRAT INFRA ESTATE PVT.LTD (BID ID -5067417)

M/S ANMOL ASSOCIATES (BID ID -5066846)