RJ-27/P3/2019/05

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201.. By Mechanical Means In area of non-thorny jungle

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRD Specification Clause 202 By Mechanical Means , Bituminous Courses

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Dismantling of cement concrete pavements 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 upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 50 m as per MoRD Specification Clause 301.5

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Specification Clause 301.5

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Granular Sub-base with Well Graded Material (Table 400.1) Plant Mix Method Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount 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 MoRD Specification Clause 401..For Grading III Material

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406..By Mechanical Means with all lead.

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503.

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm 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 of either Type A or Type B or Type C as per MoRD Specification Clause 508. Case - II By Mechanical Means Bitumen (VG-30)

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm 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 of aggregate and plastic waste cutting in a hotmix 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 of either Type A or Type B or Type C as per MoRD Specification Clause 508. Waste Plastic @ 8% of bitumen. Case -II By mechnical means Bitumen VG-30

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30)

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703 5th kilometre stone (precast)

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703 Ordinary Kilometer stone (Precast)

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703 200 m stone (Precast)

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Direction and Place Identification signs with size more than 0.9 sqm size board Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1701

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 801 900 mm equilateral triangle

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 801 800 mm x 600 mm rectangular

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 3mm thick plate of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges including orange luminous colour epoxy paint on logo, size of definition plate 900x300mm supported on MS post of square hollow section 75x75x6mm, 3m long .The lettering and borders, etc. of definition plate and PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.Posts will be fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of Two plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900 mm x 750 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. Frame will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level.

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Boundary Pillar, Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRD Specification Clause 1704

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Supply of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 M dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

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

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Supply of Swiss type of Hazard marker, made out of 2 mm thick M.S. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side.

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Construction of RCC guide posts of 250 mm dia M25 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and MoRD Specification Clause 1401.6 & 1608.2

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900mm x 1500mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Construction of un-reinforced, without dowel bar, 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 M30 (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 with shovels, 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, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Add extra for dowel Bar for Cement Concrete Pavement as per drawing and MoRD Specification Clause 1501

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

CELL FIELD CONCRETE Providing, fabricating and lying form work of plastic cells made from reclaimed High Density Polythelene (HDPE) sheets of thickness 0.20mm to about 0.25mm or LDPE sheets of thickness 0.30mm to 0.35mm thickness, 100mm wide heat welded or stitched to form cell at 300mm interval and fixed with iron spikes of about 200mm long to keep the cell walls taut and with nylon threads to prevent collapse of the cell walls during placement of concrete, form work of cells should be so stiched to form a roll of cells of a pavement width 3.75m and has a length of 10m to 20m and successive rolls of cell to be stapled.

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Construction of plastic cell filled cement concrete pavement, with M30 grade concrete, thickness as per design, over a prepared sub base, with 53 grade Ordinary Portland Cement (OPC) or any other type as per Clause 1501.2.4 M30 (Grade). Coarse and fine aggregates conforming to IS : 2386, maximum in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design(As per IRC 44-2088, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using screed and plate vibrators and finished in continuous operation, Concrete should have a slump of 30-50MM with use of approved plasticizer if required Formwork of plastic cells should be made of High Density Polyethylene (HDPE), sheets having thickness ranging from 0.19-0.22MM with sides 150MMx150MM and height as fixed by engineer in charge. To be laid in full width of the carriageway. Iron spikes of about 200MM long are to be used to keep the cell walls taut. Nylon thread or rope may be used to prevent collapse of cells during placement of concrete. Iron spikes to be taken out for use in other place as soon as the concrete is in place. The sub base should be provided with concrete/stone block or brick on edge on either side of the carriageway protecting the sub base with full thickness of the concrete pavement for its confinement and protection. curing of concrete slabs for 14 - days, curing compound ( where specified) and water finishing to lines and grade as per drawing and MoRD Specification of cell filled Concrete Pavement.

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depth

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106. 300 mm dia

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. in Randon Rubble masonry In 1:4 cement mortar

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.1175 mm thick

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Plastering with cement mortar (1:4), 20 mm thick on Stone work.

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Raised and Cut Type

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double 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 Clause 1106.1000 mm dia

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Supply & fixing of Fiber reinforced Ferro cement drain cover (light duty) designed for side drain for class "B" Road loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75 mm anti corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks additives & admixture like plasticizer shrinkage resistance compound abrasion resistant as per approved drawing and design complete in all respect. for drain Opeining Size 300 to 450 mm Standard Drain Cover Size 600mm x 1200mm x 50mm

NH 11 B to Baman Baroda Road Via Bidarkhya

SH-01 to Baman Baroda Via Amargarh Khudsya

Annual maintenance charges on prorata basis as per fixed Percentage basis

1st year

2nd year

3rd year

4th year

5th year

M/S GOPAL CONSTRUCTION CO.

Pradeep Pathak

Beniwal Construction Company

M/s Parnami Suppliers