JH-22-RCPL-I-WSM-03 / 19-20

Amount

Details

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. (SOR-2.2)

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. (SOR-2.5-1-C)

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. (SOR-2.6-B)

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (SOR-2.13-A)

Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately (SOR-2.23)

EARTH WORK 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 (SOR-3.5-(I))

Construction of sub grade 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 1000m as per technical specification clause 303.1. (SOR-3.14-B)

Construction of Embankment with Material Obtained from Borrow Pits 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 (SOR-3.4-D)

Construction of Embankment with Material Obtained from Borrow Pits 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 (SOR-3.4A )

Construction of Embankment with Material Obtained from Borrow Pits 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 (SOR-3.4B )

Construction of Embankment with Material Obtained from Borrow Pits 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 (SOR-3.4C )

Granular sub-base with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using Naturaly occuring Gravel ( SOR-4.11-(i) )

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 -II Material ( SOR-4.1-A (ii) )

BASE COURSE 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 base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. ( SOR-4.9 )

BITUMINOUS COURSE 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 kg/sqm using mechanical means as per Technical Specification Clause 502 ( SOR-5.1-(i) )

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.( SOR-5.2-(ii) )

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. ( SOR-5.3 )

Providing and laying semi dense bituminous concrete (SDBC) with using crushed aggregates of specified grading, premixed with bituminous binder @ 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. ( SOR-B-3.1-(ii) )

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. ( SOR-B-5 )

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, ( SOR-6.4 )

MISCELLANEOUS Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (3 Nos/ Km) for place identification (SOR 10.4-B)

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.

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. (SOR-B.9)

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 (i) 5th kilometre stone (precast) SOR-10.10 (I)

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 (ii) Ordinary kilometre stone (precast) SOR-10.10 (II)

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 200 m stone (precast) SOR-10.10 (III)

Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new.plastered /concrete surfaces as per drawing and Technical Specification (SOR- 10.5)

Providing and erecting MAINTENANCE BOARD Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (SOR-10.4-(B)

Providing and fixing of typical PMGSY LOGO 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 (SOR-10.16)

Providing and erecting direction and place identification (FOR VILLAGE MARKING BOARD )of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (SOR-10.4-(B)

GUARDWALL -1.5 M HEIGHT Earthwork in 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 excavated suitable material. (SOR-11.1 (I) A(I) )

P.C.C Grade M-10 (Nominal Mix 1:3:6) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( SOR 11.4 - (I) -(I) )

Random Rubble Masonary (in Cement morter (1:4) for return wall /Wing wall/Toe wall/Drain) Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. ( SOR 11.6 - (III) -(II) )

Random Rubble Masonary (in Cement morter (1:4) for return wall /Wing wall/Toe wall/Drain) Stone masonry work in cement mortar in Substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (SOR-12.4 - (III) -(III) )

P.C.C GARDE M-15 (Nominal Mix 1:2.5:5 for copping Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( SOR -12.5 (II)-(I) )

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 ( SOR-12.9 )

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 ( SOR-12.2 )

DRAIN Earthwork in 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 excavated suitable material. SOR-11.1-(I)

Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry (In cement mortar (1:4) SOR-11.6-(II)

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 SOR 11.4-(i)-(i)

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (SOR-13.19)

HPC 1N X 1M DIA-37 NOS Earthwork in 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 excavated suitable material. SOR-11.1-(I)

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Providing coarse clean sand filling in foundaiton trenches including ramming and watering in layer not exceeding 100mm thick with all leads and lifts including cost of sand, labour, royality and taxes all complete job as per specifiction and direction of E/I. (SOR-11.2-(I)

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Providing stone boulder soling in foundation all complete job as per specification and direction of E/I. (SOR-14.1)

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 Providing P.C.C. & R.C.C. M-100 in bed and top with nominal mix (1:3:6) with approved quality of stone of 20mm to 6 mm size and clean coarse and sand of F.M 2.5 to 3.5 in foundation and plinth including mixing cement concrete in mixer, screening, all taxes and royalities with hire charges of machinery all complete job with cost of all labours and materials as per MOST specification and direction of E/I. (SOR-11.4-(i) (i) )

Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Providing rough dressed coarse stone masonary in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 m3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, racking out joints to 20mm depth curing, taxes and royalties all complet e job as per specification & direction of E/I. ( SOR-11.6-(ii) )

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets SOR-9.3-(B)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Providing and laying PCC M-150 with nominal mix of (1:2:4) on top of guard wall with graded coarse aggregate -do- -do- all complete job as per specification and direction of E/I. PARAPET- SOR 11.4-(ii)-(i)

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (SOR-13.19)

Back Fillling in foundation trenches as per drawing and technical specification Backfilling behind abutment, wing wall and return wall with -do-do- complete as per drawing and technical specificatin SOR-11.2-(ii)

Providing white washing, three coats over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffloding, washing of floors and taxes all complte as per building specification and direction of E/I.

HPC 2N X 1M DIA-2 NOS Earthwork in 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 excavated suitable material. SOR-11.1-(I)

Earthwork in 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 excavated suitable material. SOR-11.1-(II)

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Providing coarse clean sand filling in foundaiton trenches including ramming and watering in layer not exceeding 100mm thick with all leads and lifts including cost of sand, labour, royality and taxes all complete job as per specifiction and direction of E/I. (SOR-11.2-(I)

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Providing stone boulder soling in foundation all complete job as per specification and direction of E/I. (SOR-14.1)

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 Providing P.C.C. & R.C.C. M-100 in bed and top with nominal mix (1:3:6) with approved quality of stone of 20mm to 6 mm size and clean coarse and sand of F.M 2.5 to 3.5 in foundation and plinth including mixing cement concrete in mixer, screening, all taxes and royalities with hire charges of machinery all complete job with cost of all labours and materials as per MOST specification and direction of E/I. (SOR-11.4-(i) (i) )

Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Providing rough dressed coarse stone masonary in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 m3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, racking out joints to 20mm depth curing, taxes and royalties all complet e job as per specification & direction of E/I. ( SOR-11.6-(ii) )

Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet Random Rubble Stone masonary work in cement mortar (1:4) in superstructure complete as per drawing and technical specification clause 802, 803, 1202 and 1203 ( SOR- 12.4 (III)-(I) )

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets SOR-9.3-(B)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Providing and laying PCC M-150 with nominal mix of (1:2:4) on top of guard wall with graded coarse aggregate -do- -do- all complete job as per specification and direction of E/I. PARAPET- SOR 11.4-(ii)-(i)

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (SOR-13.19)

Providing white washing, three coats over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffloding, washing of floors and taxes all complte as per building specification and direction of E/I.

Backfilling behind abutment, wing wall and return wall for sand complete as per drawing and technical specificatin clause SOR- 11.2-(ii)

RCC 1.5m x1.5m Culverts -2 NOS Earthwork in 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 excavated suitable material. SOR-11.1-(I)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) SOR 11.4-(ii)-(i)

Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:4) SOR-11.6-(ii)

Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:4 for In cement mortar (1:4) SOR-12.4-(iii)-(i)

Providing R.C.C. M25 in deck slab ,Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C. Grade M 30 SOR-13.1-(iii)

Plain/reinforced cement concrete in foundation complete as per drawings and technical specification Clauses 800, 1205.4 and 1205.5 Nominal mix 1:2:4 R.C.C grade M 20 SOR-12.5-(iii)

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR-13.2)

Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry Random rubble masonry In cement mortar (1:4) ( SOR-11.6-(ii) )

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 (SOR-13.18)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 ( SOR-12.9 )

Back Fillling in foundation trenches as per drawing and technical specification Clause SOR-11.2-(ii)

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (SOR-13.19)

Providing 1.5 mm thick Cement punning

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work ( 8.12 of RCD)

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of 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 Specification. (SOR-12.11)

Providing Tar Phelt Cushion under the deck slab

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joints for fixed ends of simply supported spans not exceeding 10.0m to cater for a horizontal movement upto 20 mm , covered with sealant complete as per drawing and technical specification

Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6% bitumen by weight- ( SOR 13.16-(iv) )

Numbering and writing the culvert no.

RCC 2m x2m Culverts -5 NOS. Earthwork in 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 excavated suitable material. SOR-11.1-(I)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) SOR 11.4-(ii)-(i)

Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:4) SOR-11.6-(ii)

Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:4 for In cement mortar (1:4) SOR-12.4-(iii)-(i)

Providing R.C.C. M25 in deck slab ,Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C. Grade M 30 SOR-13.1-(iii)

Plain/reinforced cement concrete in foundation complete as per drawings and technical specification Clauses 800, 1205.4 and 1205.5 Nominal mix 1:2:4 R.C.C grade M 20 SOR-12.5-(iii)

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR-13.2)

Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry Random rubble masonry In cement mortar (1:4) ( SOR-11.6-(ii) )

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (SOR-13.19)

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work ( 8.12 of RCD)

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of 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 Specification. (SOR-12.11)

Providing Tar Phelt Cushion under the deck slab

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joints for fixed ends of simply supported spans not exceeding 10.0m to cater for a horizontal movement upto 20 mm , covered with sealant complete as per drawing and technical specification

Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6% bitumen by weight- ( SOR 13.16-(iv) )

Numbering and writing the culvert no.

RCC 3.0m x2.0m Culverts -4 NOS Earthwork in 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 excavated suitable material. SOR-11.1-(I)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) SOR 11.4-(ii)-(i)

Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:4) SOR-11.6-(ii)

Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:4 for In cement mortar (1:4) SOR-12.4-(iii)-(i)

Providing R.C.C. M25 in deck slab ,Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C. Grade M 30 SOR-13.1-(iii)

Providing R.C.C. M30 in wearing coat Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 ( SOR-13.5 )

Plain/reinforced cement concrete in foundation complete as per drawings and technical specification Clauses 800, 1205.4 and 1205.5 Nominal mix 1:2:4 R.C.C grade M 20 SOR-12.5-(iii)

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR-13.2)

Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry Random rubble masonry In cement mortar (1:4) ( SOR-11.6-(ii) )

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 (SOR-13.18)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 ( SOR-12.9 )

Back Fillling in foundation trenches as per drawing and technical specification Clause SOR-11.2-(ii)

Plastering with cement mortar (1:4), 25 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (SOR-13.19)

Providing 1.5 mm thick Cement punning

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work ( 8.12 of RCD)

Providing Tar Phelt Cushion under the deck slab

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joints for fixed ends of simply supported spans not exceeding 10.0m to cater for a horizontal movement upto 20 mm , covered with sealant complete as per drawing and technical specification

Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6% bitumen by weight- ( SOR 13.16-(iv) )

Numbering and writing the culvert no.

RCC 2m x 4 m X 2.5 Culverts-3 NOS Earthwork in 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 excavated suitable material. (SOR-11.1-(I) )

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (SOR 11.2-(ii)

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (SOR-14.1)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( SOR 12.5(i) )

Stone masonry work in cement mortar in foundation (1:4) complete job as per drawing and technical specification clauses 702, 704, 1202 & 1203. . Coursed rubble masonary (1:4) (SOR-14.11-(i) )

Stone masonry work in cement mortar in sub structure complete job as per drawing and technical specification clauses 702, 704, 1202 & 1204 ( SOR-12.4-(ii) )

Plain/reinforced cement concrete in foundation complete as per drawings and technical specification Clauses 800, 1205.4 and 1205.5 Nominal mix 1:2:4 R.C.C grade M 20 SOR-12.5-(iii)

Providing and laying reinforced cement concrete in (DECK SLAB) superstructure as per drawing and technical specification clauses 800, 1205 and 1205.5 ( SOR-13.1-(ii) )

Providing R.C.C. M30 in wearing coat Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 (SOR-13.5)

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR-13.2)

Pointing (1:3) on stone work in parapet as per technical specifications clause 613.4 abd 1208.4 ( SOR-13.18)

Providing and fixing Asphalt Plug in expansion joints in culverts, filling the same with bitumen, cement and sand etc. including cost of all labours and materials all complete as per MOST specification and direction of E/I.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 ( SOR-12.9 )

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 (FI POST) SOR- 10.10-(iii)

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification clause 802, 803, 1201 & 1203. PCC Grade M-15 SOR- 11.4-(iii)-(i)

Bailing out of water

RCC 3NX5MX3.15M Culverts-1 NOS Earthwork in 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 excavated suitable material. SOR-11.1-(I)

Providing and lying 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 1301Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 - (SOR-14.1)

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 Nominal mix 1:3:6 (SOR-11.4-(i)-(i) )

Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry Random rubble masonry In cement mortar (1:4) (SOR-11.6-(ii) )

Stone masonry work in cement mortar in sub structure complete job as per drawing and technical specification clauses 702, 704, 1202 & 1204 ( SOR-12.4-(ii) )

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 ( SOR-12.9 )

Providing P.C.C. M-150 with nominal mix (1:2:4) with approved quality of stone chips 20mm to 6 mm size and clean coarse and sand of F.M 2.5 to 3.5 in foundation and plinth including mixing cement concrete in mixer, screening, all taxes and royalities with hire charges of machinery all complete job with cost of all labours and materials as per MOST specification and direction of E/I. Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( SOR 12.5(i) )

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joints for fixed ends of simply supported spans not exceeding 10.0m to cater for a horizontal movement upto 20 mm , covered with sealant complete as per drawing and technical specification

Providing R.C.C. M25 ,Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C. Grade M 30 SOR-13.1-(iii)

Providing R.C.C. M30 in wearing coat Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 (SOR-13.5)

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR-13.2)

Plastering with cement mortar (1:4), 25 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (SOR-13.19)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. (SOR 4.8- (ii)- A )

Providing R.C.C. M30 in wearing coat Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 (SOR-13.5)

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (SOR 11.2-(ii)

Reinforcement cement concrete M-15 Grade boundary pillars/Local stone of standard design as per IRC : 25, fixed in position including finishin and lettering but excluding as per drawing and technical specification clause 1704. ( SOR-10.11)

FOR DIVERSION 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 (SOR-3.5-(i) )

Rolling and compacting of road embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. ( SOR-3.15-(i) )

Gravel/Soil-Aggregate Surface Course (Table 400.3) - Construction of granular surface course 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 Using naturally occuring gravel (SOR-4.11-(i) )

REPAIR OF PARAPET Stone masonry work in cement mortar in foundation (1:4) Rubble complete job as per drawing and technical specification clauses 702, 704, 1202 & 1203 ( SOR-11.6-(ii) )

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 (SOR-11.4-(ii)-(i) )

Plastering with cement mortar (1:4) 15mm thick on stone work in parapet as per technical specifications clause 613.4 abd 1208.4 ( SOR-13.19 )

Maintenance For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

Labour Cess @ 1%

KOLESHWARI INFRACONS PVT LTD

Mnisha Contstruction