PMGSY-III (Batch-II)

Part-1 Within the OAS - Road Portion - 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 Technical Specification Clause 201 MORD . including contractors profit & Over head charges, but excluding GST etc,. Complete. .

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordence with requirements of line,grade and cross-sections, loding and disposal of cut roack with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3.5 MORD including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Construction of granular sub-base by providing well graded material(Table 400.1.A) with Grading III Material(HBG M/C chips) CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotaor at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401.2.1 MORD including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete.

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 Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Stabilized Sub base: Providing, laying, Spreading and compacting selecteed Earth 70% having CBR >=5% mixed with 30% of GSB Grade-II (Gradation as per MORD Specification) material as per Mix design Pre-Mixed soil with GSB Gr-II& Cement @2.50% in yard/Borrow area, Mix Throughly using tractor operated ripper/rotavator in the soil to form a cement modified Soil-aggregate Mix. Apply 0.75 kg /cum of Nano Technology organo silane and 0.75 kg/cum of nano acrylic Co-Polymer with OMC water (<1000 ppm TDS) on loose soil-aggregate-cement mix . Grade the soil with motor grader. Compact the soil-aggregate surface with 8-10 tonne vibratory power roller to achive the desired density .Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge. including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Stabilized Base: Providing, laying, Spreading and compacting 60% in-situ/borrow area Moorum of CBR >=5% mixed with 40% of GSB Grade-II as per mix design. Application: (1).Rip and loosen Morum with excavator/tractor operated ripper and scarify with tractor operated rotavator to achive desired thickness. Mix aggregates/GSB Gr-II material as per mix design with rotavator. (2).Spread required percntage of Cement @ 4.50% by weight of soil aggregate mix as per mix design provided and mix with tractor operated rotavator (3). prepare and apply 0.75kg/cum Organo Silane Nano technology and 0.75kg/cum acrylic copolymer mix in OMC water (<1000 ppm TDS) on loose Mix. scarify the treated mix with rotavtor.(4).compact the stabilised soil-aggregate-cement base with 8-10 tonnes vibratory roller to achive stabilized layer with desired density and thickness. Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge.including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Construction of improved subgrade/ Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete.

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 Technical Specification Clause 502 MORD ,including contractors profit & Over head charges, but excluding GST etc,. Complete. for Prime 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 Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc,. Complete. for Tack Coat

Providing and laying Bituminous concrete with 100- 120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects, including overhead charges & Contractors profit. but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Construction of un-reinforced, panneled 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, as per design, 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, wedges, steel plates including levelling the formwork etc complete as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation, admixtures as approved, curing of concrete slab for 14-days, using curing compound (where specified) and water and cutting the grooves of 1/3rd depth of the slab thickness for forming the panels of 0.75 X 0.75 mts size as per drawing and Technical Specification Clause 1501 including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Providing and applying primer coat with bitumen emulsion (SS-1) Preparing and applying of water soluble silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (<1000 ppm TDS) in the ratio of 1 kg silane : 100 kg cationic bitumen emulsion : 200 liter water . Take 1 kg of silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution at the rate of 1 liter per sqm on compacted stone base. Check quality of bitumen emulsion before bulk use using mechanical means as per Technical Specification Clause 502 MORD , including contractors profit & Over head charges, but Excluding GST etc,. Complete." for Prime Coat

Providing and laying Bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 to 5.60 % per cent of mix,filler and Mixed with Nano Technology Based Organo Silane Compound Zycotherm @0.10% by the weight of bitumen for enhansed performance and durability and transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects, including overhead charges & Contractors profit,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

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, cement as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

CD Works - Construction of HP Culvert 1V of 1000mm Dia.NP3 Pipes Nos at 0/564, 0/880,1/100,1/230,1/550,1/800,2/100 KM - Earthwork excavation for structures as per drawing and technical 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 exceed suitable material as per Technical Specification as per MoRT&H specification 304(5th Revision) ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.. - For Foundations

Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in Foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in Substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excaion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including contractors profit & Over head charges, but excluding Seig Charges& GST etc,. Complete. - For Pipe Culverts with - 1000 mm dia Pipes

Construction of 2 v 1000mm Dia NP3 Class Pipes Culvert 1 Nos at KM 2/810,2/900 km - Earthwork excavation for structures as per drawing and technical 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 exceed suitable material as per Technical Specification as per MoRT&H specification 304(5th Revision) ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.. - For Foundations

Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in Foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in Substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excaion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including contractors profit & Over head charges, but excluding Seig Charges& GST etc,. Complete. - For Pipe Culverts with - 1000 mm dia Pipes

Construction of Protection wall of 25.00m Length 1 Nos at 0/670 KM R/S - Earthwork excavation for structures as per drawing and technical 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 exceed suitable material as per Technical Specification as per MoRT&H specification 304(5th Revision) ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.. - For Foundations

Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in Foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD ,including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete..For levelling course

Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in Foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in Substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Construction of Protection wall of 25.00m Length 1 Nos at 2/770 KM - Earthwork excavation for structures as per drawing and technical 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 exceed suitable material as per Technical Specification as per MoRT&H specification 304(5th Revision) ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.. - For Foundations

Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in Foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD ,including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete..For levelling course

Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in Foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in Substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Road Furniture - Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding Seignorage charges and GST -Ordinary KM Stones

Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding Seignorage charges and GST -Ordinary KM Stones

Reinforced cement concrete M15 grade HM stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding Seignorage charges and GST -200M H.M Stones

Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Providing & fixing of Typical PMGSY Title informatory sign board with LOGO as per MORD secifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx5mm size on black on edges. The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 2 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG sheet plate tube. All MS will be stove enmeled on both sides. Lettering and paining of superior quality in required shede and colour. All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MORD including contractors profit & Over head charges,But excluding GST

Providing and fixing of typical PMGSY Citizen informatory sign board as per MORD specifications and drawing. Two MS Plates of 900x750x1.6 mm thick, top and lower plate duly welded with MS flat iron 40mm x 5m size on back on edges.The top & Lower plates will be welded to 2 nos. 75 mm x 75 mm or 75mm dia of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level.All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed 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 MORD including contractors profit & Over head charges,But excluding GST

Providing and erecting direction and place identifications of semi reflective sign boards up to 0.90 sqm size board as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back 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 1701 MORD including contractors profit & Over head charges, But Excluding GST.

Providing and fixing of semi-reflective cautionery, mandatory and informatory boards as per IRC:67 made of 1.60mm thick MS sheet, with 600X 600 mm size MS sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 65mm width and required letters and figures with reflective engineering grade tape as per clause 1701.3.9 of MORD for rural roads specification of required shade and colour supported and welded on 47x47mm of 12 SWG square tube of 3050mm height duly strenthened by 25x5mm MS flat iron on edges on back firmly fixed to ground by means of properly designed foundations with M-15 grade CC 450x450x600 mm , 600mm below ground level as per approved drawings and technical specification Clause 1701.2.2 of MORD including contractors profit & Over head charges, But Excluding GST

Road Routine Miantenance for five years - Rountine maintanance for 1 st year

Rountine maintanance for 2 nd year

Rountine maintanance for 3 rd year

Rountine maintanance for 4 th year

Rountine maintanance for 5 th year

Part-II Beyong OAS - Road Portion - 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 Technical Specification Clause 201 MORD . including contractors profit & Over head charges, but excluding GST etc,. Complete. .

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Construction of granular sub-base by providing well graded material(Table 400.1.A) with Grading III Material(HBG M/C chips) CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotaor at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401.2.1 MORD including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete.

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 Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Construction of improved subgrade/ Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete.

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 Technical Specification Clause 502 MORD ,including contractors profit & Over head charges, but excluding GST etc,. Complete. for Prime 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 Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc,. Complete. for Tack Coat

Providing and laying Bituminous concrete with 100- 120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects, including overhead charges & Contractors profit. but excluding Seig Charges, Labour Cess & GST etc,. Complete.

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, cement as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

CD Works - Construction of HP Culvert 1V of 1000mm Dia.NP3 Pipes at 4/960 KM - Earthwork excavation for structures as per drawing and technical 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 exceed suitable material as per Technical Specification as per MoRT&H specification 304(5th Revision) ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.. - For Foundations

Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in Foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in Substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excaion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including contractors profit & Over head charges, but excluding Seig Charges& GST etc,. Complete. - For Pipe Culverts with - 1000 mm dia Pipes

ROAD SAFETY INTERVENTIONS - Cost, supply and fixing on road of Reflective Studs - RMP (Twin Moulded Shanks) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

Cost, supply and Painting on road of Thermoplastic Paint including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

Road Routine Miantenance for five years - Rountine maintanance for 1 st year

Rountine maintanance for 2 nd year

Rountine maintanance for 3 rd year

Rountine maintanance for 4 th year

Rountine maintanance for 5 th year