Tender Package No.MMGSY WB-19-BARSOI-01(Kachna Uttar Gramin Bank to Chichoura,Dhachana Rly Line to Balupara,Mangatpur to Harijan Tola Malaur,Shah Bagan Chowk to Pokhari Baldaygachhi W.N.-6,REO Road Sohar School to Baidol)in Katihar District

Amount

ROAD NAME- Kachna Uttar Gramin Bank to Chichoura Setting Out Pillars Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I

Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I

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 m as per Technical Specification Clause 202.

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

Construction of Embankment with Material Obtained from Borrow Pits. Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the 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 Technical Specification Clause 301.5 .

Constrution of subgrade and Earthen shoulders Construction of subgrade and earthen shoulders with approved material with by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Prime Coat (Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Tack Coat Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.

Mix Seal Surfaceing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Cement Concrete Pavement 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 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical

Kilometre stone - Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. ii) Km stone

iii) 200 m stone

Traffic sign - 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 Technical Specification Clause 801 900 mm equilateral & triangle , OR

600 mm equilateral & triangle, OR

600 mm circular , OR

600 mm x 600 mm rectangular, OR

(I)Providing and Fixing 'Logo' of MMGSY Project Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

( III ) Providing & Fixing of LOGO of "Citizen Information Board" Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering and printing arrows , border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour . All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per dwg. clause 1701 & annexure 1700-1.

Boundary Pillar Reinforced cement concrete M-15 grade bounday pilars of standards design as per IRC -25-1967 fixed in position inclding finisihing and lettering but excluding painting

Painting Two coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminious Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Providing concrete for plain/reinforced concrete (M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401

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 Technical Specification Clause 301.5

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

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.

Earth work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104

Providing M15 (P.C.C 1:2.5:5) as leveling course in foundation Providing M15 (P.C.C 1:2.5:5) concrete for plain concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203

Plain /reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses ,802,804,805,806,807, 1202 and 1204 (M-20)

Providing and laying RCC pipe NP 3 for culverts on first class bedding of P.C.C M 10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation , protection works , backfilling concrete and masonary works in head walls and parapets as per clause 1106

Painting on Parapet wall ( Black & White Strips )Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaces as per drawing and technical specification clause 1701

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

1% LABOUR CESS

Seigniorage Fee

1st Year Maintenance cost

2nd Year Maintenance cost

3rd Year Maintenance cost

4th Year Maintenance cost

5th Year Maintenance cost

1% LABOUR CESS

Seigniorage Fee

Raod Name- Dhanchana Rly Line to Balupara (LENGTH-1.88 KM) Setting Out Pillars :- Providing & Fixing of Working benchmark Pillars 01 nos. per km & 04 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I

Clearing and Grubbing Road Land Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I

Earth Work in Box Cutting - Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Construction of embankment with approved materials deposited at site and obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

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 100 m as per Technical Specification Clause 301.5

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 Technical Specification Clause 301.5

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m & 100 m as per Technical Specification Clause 303.1.

Granular Sub-base with Well Graded Material (Table 400.1) :- 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. For Grading I Material

WBM Grading 3 :-Providing, laying, spreading and compacting stone aggregates of specific sizes 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Prime Coat (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 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502

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

Mix Seal Surfacing :- Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Cement Concrete Pavement M30 Construction of un-reinforced, 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

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

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

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 Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast)

200 m stone (precast)

Retro-reflectorised Traffic Signs :- 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 Technical Specification Clause 801 900 mm equilateral & triangle

600 mm equilateral & triangle

600 mm circular

600 mm x 600 mm rectangular, (School & Place)

900 mm side octagon, OR (I)Providing and Fixing 'Logo' of MMGSY Project :-Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

(III)Providing and Fixing 'Logo' of ''Citizen Information Board'' Providing and fixing of typical Citizen Information Board informatory board with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

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 Technical Specification Clause 1704

Painting Two Coats on New Concrete Surfaces- Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface :- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface :- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade

Granular Sub-base with Well Graded Material (Table 400.1) :- 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. For Grading I Material

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 Technical Specification Clause 301.5

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

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 100 m as per Technical Specification Clause 301.5

Granular Sub-base with Well Graded Material (Table 400.1) :- 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. For Grading I Material

2x2M Single Cell Box Culvert Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing concrete for plain/reinforced concrete in Sub Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade

Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials )

Single Row 300MM Dia (Irrigation Conduit) Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

1% Lab Cess

Seigniorage Fee

1st Year Maintenance cost

2nd Year Maintenance cost

3rd Year Maintenance cost

4th Year Maintenance cost

5th Year Maintenance cost

1% Lab Cess

Seigniorage Fee

ROAD NAME- Mangatpur to Harijan Tola Malaur Setting Out Pillars Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I

Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I

Removing all types of Hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 . C) Above 900 mm dia Hume Pipe

Earthwork in Box cuttting Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Construction of embankment with material obtained from road way cutting. Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

Construction of Embankment with Material Obtained from Borrow Pits. Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the 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 Technical Specification Clause 301.5 .

Constrution of subgrade and Earthen shoulders Construction of subgrade and earthen shoulders with approved material with by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Prime Coat (Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Tack Coat Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.

Mix Seal Surfaceing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Cement Concrete Pavement 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 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade

Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I Pointing with cement mortar 1:3

Plain/reinforced cement concrete in Foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade

Kilometre stone - Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. ii) Km stone

iii) 200 m stone

Traffic sign - 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 Technical Specification Clause 801 900 mm equilateral & triangle , OR

600 mm equilateral & triangle, OR

600 mm circular , OR

600 mm x 600 mm rectangular, OR

(I)Providing and Fixing 'Logo' of MMGSY Project Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

( III ) Providing & Fixing of LOGO of "Citizen Information Board" Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering and printing arrows , border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour . All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per dwg. clause 1701 & annexure 1700-1.

Boundary Pillar Reinforced cement concrete M-15 grade bounday pilars of standards design as per IRC -25-1967 fixed in position inclding finisihing and lettering but excluding painting

Painting Two coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminious Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Providing concrete for plain/reinforced concrete (M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401

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 Technical Specification Clause 301.5

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

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.

Parapet Wall Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204

PPT Wall Plaster with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

1% Lab Cess

Seigniorage Fee

1st Year Maintenance cost

2nd Year Maintenance cost

3rd Year Maintenance cost

4th Year Maintenance cost

5th Year Maintenance cost

1% Lab Cess

Seigniorage Fee

Road Name- Shah Bagan Chowk to Pokhari Baldaygachhi W.N. -6 (LENGTH-2.30 KM) Setting Out Pillars Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I

Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I

Removing all types of Hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 .C) Above 900 mm dia Hume Pipe

Earthwork in Box cuttting Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Construction of embankment with material obtained from road way cutting. Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

Construction of Embankment with Material Obtained from Borrow Pits. Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the 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 Technical Specification Clause 301.5 .

Constrution of subgrade and Earthen shoulders Construction of subgrade and earthen shoulders with approved material with by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Prime Coat (Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Tack Coat Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.

Mix Seal Surfaceing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Cement Concrete Pavement 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 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical

Kilometre stone - Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. ii) Km stone

iii) 200 m stone

Traffic sign - 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 Technical Specification Clause 801 900 mm equilateral & triangle , OR

600 mm equilateral & triangle, OR

600 mm circular , OR

600 mm x 600 mm rectangular, OR

(I)Providing and Fixing 'Logo' of MMGSY Project Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

( III ) Providing & Fixing of LOGO of "Citizen Information Board" Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering and printing arrows , border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour . All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per dwg. clause 1701 & annexure 1700-1.

Boundary Pillar Reinforced cement concrete M-15 grade bounday pilars of standards design as per IRC -25-1967 fixed in position inclding finisihing and lettering but excluding painting

Painting Two coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminious Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Providing concrete for plain/reinforced concrete (M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401

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 Technical Specification Clause 301.5

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

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.

Earth work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104

Providing M15 (P.C.C 1:2.5:5) as leveling course in foundation Providing M15 (P.C.C 1:2.5:5) concrete for plain concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203

Plain /reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses ,802,804,805,806,807, 1202 and 1204 (M-20)

Providing and laying RCC pipe NP 3 for culverts on first class bedding of P.C.C M 10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation , protection works , backfilling concrete and masonary works in head walls and parapets as per clause 1106

Painting on Parapet wall ( Black & White Strips )Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaces as per drawing and technical specification clause 1701

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Each work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification cluse 1104

Providing concrete for plain/reinforcement concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 PCC M-15 Grade

Providing concrete for plain/reinforcement concrete in open foundation complete as per drawing and technical Specification clause 802,803,1202 & 1203 PCC M-20 Grade

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification Clause 1002, 1005, 1010 &1202

Plain/reinforcement cement concrete in substructure complete as per drawing and technical specification Clause 802,805,806,807,1202,and 1204 PCC M-20 GRADE

Providing weephole in brick masonary/stone masonary. Plan reinforcement concrete abutment wing wall, return wall with 100 mm dia AC pipe extending through the full widdth of the structure with slope of 1 (v).20(H) towards drawing face complete as per drawing and technical specification clause 614709,1204, 3.7

Plain/reinforcement cement concrete in substructure complete as per drawing and technical specification Clause 802,805,806,807,1202,and 1204 RCC M-25 GRADE

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification Clause 1002, 1005, 1010 &1202

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)

Providing and lying filter media with granular crushed aggregate as per specification to a thickness os not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment , wing wall return wall to the full height , compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Providing and lying reinforcement cement concrete in superstructure as per drawing and technical specification Clause 800, 1205.4 and 1205.5 RCC M-30 GRADE

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification Clause 1002, 1010 &1202

Parapet construction Plain/reinforcement cement concrete in substructure complete as per drawing and technical specification Clause 802,804, 805,806,807,1202,and 1204 (M-20)

Painting on Parapet wall painting two coats including primer coat after filling the surface with synthetic anamel plant in all shades on new plastered / concrete surface as per drawing and technical specification clause 1701

1% LABOUR CESS

Seigniorage Fee

1st Year Maintenance cost

2nd Year Maintenance cost

3rd Year Maintenance cost

4th Year Maintenance cost

5th Year Maintenance cost

1% LABOUR CESS

Seigniorage Fee

Road Name- REO Road Sohar School To Baidol (LENGTH-3.66 KM) Setting Out Pillars Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I

Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I

Earthwork in Box cuttting Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Construction of embankment with material obtained from road way cutting. Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

Construction of Embankment with Material Obtained from Borrow Pits. Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the 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 Technical Specification Clause 301.5 .

Constrution of subgrade and Earthen shoulders Construction of subgrade and earthen shoulders with approved material with by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Prime Coat (Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Tack Coat Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.

Mix Seal Surfaceing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Cement Concrete Pavement 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 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade

Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade

Providing and placing sausage wire crates of specified sizes made with 4mm G.I wire net of 100mm x 100mm square mesh including required lapping as directed of wire net, stitching with GI wire strongly, filling up the sausage wire crate with approved stone / laterite boulders of minimum 25kg each properly @ 0.90cum / cum and stitching the gap with GI wires, closing both ends with GI wire net including lapping all sides as directed, including trimming and preparation of bed by cutting or filling earth as required complete including cost of all materials and labours and all incidental charges in this connection

Boulder pitching on slop : Providing and laying filter meterial underneath pitching in slopes complited as per drawing and technicl specification clauses 1302

Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

Kilometre stone - Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. ii) Km stone

iii) 200 m stone

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 Technical Specification Clause 801 900 mm equilateral & triangle , OR

600 mm equilateral & triangle, OR

600 mm circular , OR

600 mm x 600 mm rectangular, OR

(I)Providing and Fixing 'Logo' of MMGSY Project Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

( III ) Providing & Fixing of LOGO of "Citizen Information Board" Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering and printing arrows , border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour . All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per dwg. clause 1701 & annexure 1700-1.

Boundary Pillar Reinforced cement concrete M-15 grade bounday pilars of standards design as per IRC -25-1967 fixed in position inclding finisihing and lettering but excluding painting

Painting Two coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminious Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Providing concrete for plain/reinforced concrete (M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401

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 Technical Specification Clause 301.5

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

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.

Earth work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104

Providing M15 (P.C.C 1:2.5:5) as leveling course in foundation Providing M15 (P.C.C 1:2.5:5) concrete for plain concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203

Plain /reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses ,802,804,805,806,807, 1202 and 1204 (M-20)

Providing and laying RCC pipe NP 3 for culverts on first class bedding of P.C.C M 10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation , protection works , backfilling concrete and masonary works in head walls and parapets as per clause 1106

Painting on Parapet wall ( Black & White Strips )Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaces as per drawing and technical specification clause 1701

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

1% LABOUR CESS

Seigniorage Fee

1st Year Maintenance cost

2nd Year Maintenance cost

3rd Year Maintenance cost

4th Year Maintenance cost

5th Year Maintenance cost

1% LABOUR CESS

Seigniorage Fee