Widening and Strengthening of Banda Bahraich Road SH-13E From Km 284 to Km 301 in District Banda

Amount

Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment / dumping area with lead upto 1000 mtr including trimming bottom and side in accordance with requirements of lines, grades and cross sections. As per TS Clause 3.06 (301)

Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirements of table300-2 (Earth Available in the vicinity From Excavation) As per TS Clause 3.17 (305)

Construction of Embankment with approved material obtained from approved borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacting to meet aggregement of table 300-2 (Cartage 1.00 km). As per TS Clause 3.16 (305)

Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with Soil Stabilizer with 2 per cent slaked lime using Binder spreader Machine, having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade As per Clause 402(i) 4.2 B

Construction of Granular Sub Base by providing close graded Grading 1 material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory roller at achieve the desired density, complete as per clause 401(B)

Construction of granular sub-base by providing graded Material, mixing with OPC cement @ 2% By Weight in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 403(A)

Providing laying, spreading and compacting graded stone aggregate to wet mix macadam specification inlcuding premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with machanical paver in sub-base/base course on wall prepared surface and compacting with vibratory roller to achieve the desired density. As per MOR&TH specification No. 406 (4.14). Laying Using Mechanical Paver

Providing laying, spreading and compacting graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixe material by tipper to site, laying 1% OPC cement and 3.5% S.S.Emlusion in uniform single layer on sub base and compacting with the road roller to acheive the desire density complete as per direction of E/I.

Providing & Laying dense graded bituminous macadam with hot mix plant producing an average outpit of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder V G 40 @ 4.50 percent 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 MORT&H specifications clause 505(B) complete in all respects. (Grade-2)

Providing and applying tack coat with VG-10 using bitumen pressure dristributor @ 0.20 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H Clause 503

Providing and laying bituminous concreate with batch type hot mix plant producing an average outpur of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4 percent 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 MORT&H Specification clause 507(B) complete in all respects.

Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 519.B(i)

Laying and spreading available soil in the shoulder on a prepared surface, pulverising, mixing the spread soil in place with Soil Stabilizer with 2 per cent slaked lime using Binder spreader Machine, having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade As per Clause 402(i) 4.2 B

Providing and Laying of Rubble moulded Zig Zag Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings. As per TS Clause 808 (8.20)

Dismantling of existing structure like culverts bridges, retaining walls and other structure comprising of stone masonory including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 mtr complete as per direction of E/I.

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. As per Clause 304 12.01 (i) (B)

Providing & Filling of Local Sand in Foundation Trenches as per Drawing & Technical Specification As per Clause 12.30

Providing & Laying (First Class) bedding on well compacted sand, Moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding as per Data Book Item No. 9.2 (ii)

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 Clause 12.40

Supply & Laying in the Hume pipe with collars in position with cement and sand mortar in 1:2 withsun including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge N.P-3-Type (a) 350 mm dia as per drawing and direction of E/I.

Brick Masonry Work in Cement Mortar 1:3 with Coarse sand in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.As per Clause 12.50 (1300)

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications. As per Clause 13.10 (1300 & 2200)

RCC Grade M25 using batching plant transit mixer & manual placing including Cost of Labour,Shuttring Material T& P etc Complete but excluding of Reinforcement. As per Clause 12.8 (G)

RCC Grade M30 using batching plant transit mixer & Concrete pump in foundation. but excluding of Reinforcement. As per Clause 12.8 (G) (1500, 1700 & 2100)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (M 30 Grade ) but excluding of Reinforcement. As per Clause 14.1 (1500&1600)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per Clause 12.40 (1600)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. As per Clause 12.41 (1600 & 2200)

PCC M15 Grade in leveling course below approach slab complete as per drawing and Technical specification. As per Clause 14.10 (2700)

Reinforced cement concrete M-30Grade approach slab including reinforcement and formwork complete as per drawing and Technical specification. As per Clause 14.11 (1500,1600,1700 & 2704)

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. As per Clause 14.40 (2702)

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 complete as per drawing and Technical Specification. As per Clause 13.10 (710.1.4 of IRC-78 & 2504.2)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification S.I. No. 32(31)

Drainage Spouts complete as per drawing and Technical specification including all cost of material, Fabrication.labour ,T &P etc Complete also including fixing as per direction of E/I. As per Clause 14.9 (2705)

Struck Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications. As per Clause 13.2 (1300 & 2200)

Cement concrete with 20mm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. As per TS & direction of E/I.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

12 mm thick plaster on brick work not less than 10mm with cement mortar in proportion 1:4 cement and fine sand of 1.25 F.M. including cost of all matetials labour, T& P etc. required completion of the work as per direction of the Engineer-in-charge SI.No. 584

Random course Rubblel massonary in 1:4 cement and finesand mortar in foundation and plinth including supply of all materials, Labour & T&P etc required for Proper completion of the work As per specification & direction of E/I.

Reconstruction of Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work. Excluding Cost of Random Course Rubble Which is available after dismentling of Existing RCR Massonary. As per direction of E/I.

Raised Pointing with cement and fine sand of 1.25 FM mortar on brickwork in Proportion of 1:2 including supply of all materials, labour T &P etc complete As per specification and direction of E/I

Credit of Dismantelled Material

Construction of Median 1.20 mtr wide As Per Attached Detailed Drawing And Design & direction of E/I

Cost of Grassing in 1.2 mtr Median

Construction of New Jersey type Divider in Abadi Portion As Per Attached Detailed Drawing And Design & direction of E/I

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to the level uniform and free streaks and holes. As per MORT&H and direction of E/I

Providing and erecting direction and place identification retro reflectrorised sign as per IRC 67 made of high intensity grade sheeting. The retro reflective sheeting type IV shall be tested for 3 year outdoor weathering gtest in indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender vide clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.90 sqm. Supported on a miled steel single angle iron post 75x75x6mm. 2 Nos firmly fixed to the grounded by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing. (Direction and place identification signs with size more than 0.90sqm size board) As per MORT&H and direction of E/I

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. (50cmx60cm rectangular Double Chevron) As per MORT&H and direction of E/I

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. (60cm circular Maximum Speed Limit Board) As per MORT&H and direction of E/I

Providing and erecting a ''W'' metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2m centre, 1.8m high 1.1m 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 150x75x5mm, 330mm long complete as per clause 810. As per MORT&H and direction of E/I

Supply and fixing and Erection of built up overhead structure 12-15, span comprising of two vertical post 6mtr height made up to 300mm N.B. Heavy class M.S. Pipe as vertical welded with 10mm M.S. Plate at top & 12mm MS Plate at bottom. The Horizontal truss shall comprise of 50mm dia heavy class M.S. Pipe and 40mm dia heavy MS Pipe as bracing and 10mm MS plate at bottom for fixing to vertical post per structure desing and dwaring with one of steel primer and two coats of synthetic enamel paint. The Work including construction at RCC foundation of ste 0.90x0.90mm of required depth as per site condition for built up structure including earth work in excavation 100mm thick layer concrete in 1:4:8 (Cement coarse sand and 40mm GSB) R.C.C. with 1:2:4 (Cement coarse sand and 20mm stone grit) including supply and fixing of 28mm dia foundation bolts 800mm long as per provision of structure desing including cost of reinforcement & structuring the lateral vertical clearance complete including cost of retro reflective Type-IV sign board of size (10.80 m x1.20 m) As per MORT&H Specification No-801 and direction of E/I

Supply and Fixing 5thKm,Km,Hectometer Stone in km both side of Road including all cost of material ,Required Two Coat of painting Lettering Labour T & P etc Complete work shall be complete As per Direction of E/I

Supply and fixing of raised pavement marker with made of plastic body of RPM/road stud shall be molded from ASA (Acrylic styrene Acrylonitrite) of HIPS (High impact polystryene) or Acrylonitrite Butadin stryene (ABS) or any other suitable material approved by the Engineer. The Marker shall support a load of 13.635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be molded of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sqm, the market height shall not be less than 10mm and shall not exceed 20mm & width shall not exceed 130mm. The base of the marker shall be flat within 1.3mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer in addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards. the contractor would be required to replace all such markers within 15 days of tee intimation from the Engineer at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer in charge. SOR Item No-5 (RPM without shank)

Supply fixing and Erection of built up cantilever structure 6.00m span comprising of one vertical posts 6.00 mtr height made up to 300mm heavy class M.S. Pipe as vertical member welded with 10mm M.S. Plate at top & 12mm MS Plate at bottom. The Horizontal truss shall comprise of 50mm dia heavy class M.S. Pipe and 40mm 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 including construction at RCC foundation of size 0.90x0.90x1.50m of required depth as per site condition for built up structure including earth work in excavation 100mm thick lean concrete in 1:3:6 (Cement coarse sand and 40mm GSB) and R.C.C. M25 grade concrete including supply and fixing of 25 mm dia foundation bolts 600mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearance complete. Installation work shall be as per relevant clause of MORT&H Specification section 800 and IRC 67 2012 complete in all respect. The Rates shall include cost of design fabrication, supply, transportation local shifting, Erection of Signage structure using crane, including of all taxes etc all T&P machine, Material and lab our for proper completion of work as per Direction of Engineer-in-charge. As per SOR Item No 7& For Board (3.00x1.80=5.40 Sqm Rate and item no 10 (MORTH 801 )@ 4949.00per sqm =26724.00 over all rate (128302+26724=155026.00 Say 155000.00

GSR Infratech pvt ltd

RAJEEV KUMAR CONTRACTOR PVT LTD

Ajay Builders Engineers & Construction OPC Pvt. Ltd.

M/s Raj Laxmi Enterprises

M/S AJAY PRAKASH ASSOCIATES

SHARMA CONSTRUCTION PROJECT PVT LTD

Bansal Highway Infratech Pvt Ltd

M/s Progressive Construction Company