JH-P3-22-23-DHN-01

Amount

Details

Road-1 Construction of Road Over T09-NH T09 to NHT01 via Amaghata Bahadurpur Bhatanr, Road Length-16.105 Km., Govindpur Block, Dhanbad District, Package No.- JH04XCL-01 Providing & Fixing of Working benchmark Pillars 4 nos. per km & 40 Nos. of reference pillars required for 1 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

Scrarifying Existing Bituminous Surface to a Depth of 150 mm and disposal disposal of scrarified materials with a lift upto 3m and lead upto 1000m as per technical specification clause 301.4

Excavation in Cutting in Soil by manual means with lead upto 50 m:-- 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 material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 (Including Royality & Labour Cess).

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 Free lead as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess).

Construction of embankment with approved material 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 (Lead upto 250m)

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 as per Technical Specification Clause 303.1. (Including Royality & Labour Cess).

Compacting Original Ground :-- 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.

Stabilized Sub base / Base: WITH NANOTECHNOLOGY Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR >5% mixed with 30% GSB Grade-II as per mix design.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

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.

Providing and applying tack coat with Bitumen emulsion (RS-1) mixed with organo silane nano technology and water in the ratio of 1.4:100:200 (Organo silane nano-technology : Emulsion RS1 : Water) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared granular/bituminous surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing and laying bituminous macadamUsing Waste Plastic with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.

Providing and laying semi dense bituminous concrete using waste plastic 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 @ 4.5 to 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.

Stabilized Sub base / Base: WITH NANOTECHNOLOGY Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR >5% mixed with 30% GSB Grade-II as per mix design.

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 aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batchert using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film , wedges, steel plates including levelling the form work as per drawing) spreading the concret with shovel, 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 an using curing compound (where specified) and water finishing to lines and grade as per drawing as per drawings and Technical Specification

Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY

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. i) 5th km 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

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. 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

600 mm equilateral & triangle

600 mm circular

800 mm x 600 mm rectangular

900 mm Octagonal

Direction and place indentification signs up to 0.9 sqm size board - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

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 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 PMGSY LOGO

MAIN INFORMATION BOARD WITH PMGSY LOGO

BHARAT NIRMAN/CITIZEN INF. LOGO

MAIN INTANACE BOARD

Metal Beam Crash Barrier Metal Beam Crash BarrierType-A "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick comugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process all fittings to conform to IS : 1367 and IS : 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 (Rate taken from SOR of RCD, Jharkhand 2018)

Cross Drainage Structure (Hume Pipe Culvert): 1000mm dia (single Row) 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.

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of head wall as per drawing & Technical Specification Clause 1109

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In 1:4 cement mortar

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 parapaets clause 1106. 1000 mm dia (Single row)

Type B (First Class) Bedding laying (first Class) bedding on well compacted sand, moorum or approved granular material as per clause 1005 (ii)

Boulder soaling work in cement motar in foundation complete as per drawing and technical specifications clauses 702, 704, 1202 & 1203

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification.

Backfilling in Foundation trenches as per drawing and technical specification clause 1108.

Providing PCC M20 Architectural Coping on the top of parpet wall, complete as per drawing and technical specification Clause 615.

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

RCCSlab Culvert (1.5mx1.5m) 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.

Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.

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

Stone Masonary in C.M.(1:4) in Foundation :-- Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203

Stone Masonary in C.M.(1:4) in Sub Structure :-- Stone masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203

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

RCC M30 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M30) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight

Stone Masonary in C.M.(1:4) in Parapet :-- Stone masonry work in cement mortar (CM 1:4) in Parapet and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203

Pointing with cement mortar (1:3) :-- Pointing with cement mortar (1:3) on Stone Masonry work as per drawing and technical specification Clauses 613.3 and 1204

Providing back filling in foundation :-- Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing

RCCSlab Culvert (3.0mx3.0m) 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.

Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.

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

Stone Masonary in C.M.(1:4) in Foundation :-- Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203

Stone Masonary in C.M.(1:4) in Sub Structure :-- Stone masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203

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

RCC M30 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M30) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight

Stone Masonary in C.M.(1:4) in Parapet :-- Stone masonry work in cement mortar (CM 1:4) in Parapet and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203

Pointing with cement mortar (1:3) :-- Pointing with cement mortar (1:3) on Stone Masonry work as per drawing and technical specification Clauses 613.3 and 1204

Providing back filling in foundation :-- Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing

Dismantling of Structures 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. By Manual Means Plain Cement Concrete

Dismantling of Structures 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. By Manual Means Reinforced Cement Concrete

Dismantling of Structures 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. By Manual Means Rubble stone masonry in cement

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. Above 600 mm to 900 mm dia Hume pipe

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. (11.1)

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

Stone masonary in 1:4 cement mortar:-- Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (Random Rubble Masonry in 1:4 cement mortar )

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

Maintainance for 1st year

Maintainance for 2nd year

Maintainance for 3rd year

Maintainance for 4th year

Maintainance for 5th year

Bridge-1 Construction of Bridge Over Local Nalla at Ch:3+115 KM on T01-T01 to T03 via Chaldhoba Sundar Pahari, Tundi Block, Dhanbad District , Length of Bridge - 19.36m B.1 :: FOUNDATION 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. Ordinary soil Manual Means upto 3 m depth SOR Item No.-11.1 I A (i)

B.1 :: FOUNDATION 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. Ordinary soil Manual Means 3 m to 6 m depth SOR Item No.-11.1 I A (ii)

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling SOR Item No.-11.2 (i)

Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 1203 (Levelling course below Open Foundation) PCC grade M15 Nominal mix 1:2.5:5 SOR Item No.-11.4 II (i)

Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 1203 (RCC in Footing + part of substructure below GL) RCC grade M25 SOR Item No.-11.4 V

Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 SOR Item No.-11.8

B.2 :: SUBSTRUCTURE Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For Height upto 5m RCC M25 SOR Item No.-12.5 IV

B.2 :: SUBSTRUCTURE Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 5m to 10m RCC M25 SOR Item No.-12.5 IV

Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 SOR Item No.-12.7

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 Item No.-12.9

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 SOR Item No.-12.10 (ii)

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 technical specification Clause 1204.3.8 SOR Item No.-12.11

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. SOR Item No.-12.12

B.3 :: SUPERSTRUCTURE Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC Grade M 30 Height 5m to 10m SOR Item No.-13.1 III (q)

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 SOR Item No.-13.3

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 SOR Item No.-13.5

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 SOR Item No.-13.6

Drainage Spouts complete as per drawing and Technical specification Clause 1209 SOR Item No.-13.10

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 SOR Item No.-13.11(i)

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clauses 800 and 1211 SOR Item No.-13.12

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) SOR Item No.-14.22

B.4 :: RIVER TRAINING AND PROTECTION WORKS Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder SOR Item No.-14.5 I

Eartwork in excavation for structure as per drawing and technical specifications Clauses 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary Soil) Manual Means . Upto 3 depth SOR Item No.-11.1 I

Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9 SOR Item No.-11.2 I

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy Material SOR Item No.-12.1 A

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. SOR Item No.-11.4 II (i)

Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203. SOR Item No.-11.6

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. SOR Item No.-12.4 I (i)

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7 SOR Item No.-12.9

Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204. SOR Item No.-12.2

Providing PCC M-20 architectural coping on the tip of wing wall, return wall etc. complete as per drawing and technical specification clause 615,710 and 1204.3.11 SOR Item No.-12.13

B.5 :: APPROACH ROAD 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. By Manual Means SOR Item No.-2.2 I

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. (Stone / Boulder ) SOR Item No.-14.5. I

B.6 :: MISCELLANEOUS. Confirmatory Boring (in Soil) Confirmatory Boring (in Rock) SOR Item No.-9.2.2 9.2.1.1

Providing and fixing of typical PMGSY 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 Item No.-10.16

Dismantling of Structures: 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 1000m as per Technical Specification clause 202 By Manual Means Reinforced cement concrete ( Superstructure) SOR Item No.-2.5 (I) (C)

Dismantling of Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lict and lead of 1000m as per Technical specification clause 202. Rubble Stone Masonry in Cement Mortar (Substructure & Foundation) SOR Item No.-2.7 (B)

Dismantling of Structures: 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 1000m as per Technical Specification clause 202 By Manual Means Cement Concrete (Foundation) SOR Item No.-2.5 (I) (B)

Maintainance for 1st year

Maintainance for 2nd year

Maintainance for 3rd year

Maintainance for 4th year

Maintainance for 5th year

Bridge-2 Construction of Bridge Over Local Nalla at Ch:4+850 KM on T01-T01 to T03 via Chaldhoba Sundar Pahari, Tundi Block, Dhanbad District , Length of Bridge - 19.36m. B.1 :: FOUNDATION 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. Ordinary soil Manual Means upto 3 m depth SOR Item No.-11.1 I A (i)

B.1 :: FOUNDATION 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. Ordinary soil Manual Means 3 m to 6 m depth SOR Item No.-11.1 I A (ii)

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling SOR Item No.-11.2 (i)

Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 1203 (Levelling course below Open Foundation) PCC grade M15 Nominal mix 1:2.5:5 SOR Item No.-11.4 II (i)

Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 1203 (RCC in Footing + part of substructure below GL) RCC grade M25 SOR Item No.-11.4 V

Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 SOR Item No.-11.8

B.2 :: SUBSTRUCTURE Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For Height upto 5m RCC M25 SOR Item No.-12.5 IV

B.2 :: SUBSTRUCTURE Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 5m to 10m RCC M25 SOR Item No.-12.5 IV

Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 SOR Item No.-12.7

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 Item No.-12.9

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 SOR Item No.-12.10 (ii)

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 technical specification Clause 1204.3.8 SOR Item No.-12.11

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. SOR Item No.-12.12

B.3 :: SUPERSTRUCTURE Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC Grade M 30 Height 5m to 10m SOR Item No.-13.1 III (q)

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 SOR Item No.-13.3

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 SOR Item No.-13.5

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 SOR Item No.-13.6

Drainage Spouts complete as per drawing and Technical specification Clause 1209 SOR Item No.-13.10

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 SOR Item No.-13.11(i)

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clauses 800 and 1211 SOR Item No.-13.12

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) SOR Item No.-14.22

B.4 :: RIVER TRAINING AND PROTECTION WORKS Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder SOR Item No.-14.5 I

Eartwork in excavation for structure as per drawing and technical specifications Clauses 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary Soil) Manual Means . Upto 3 depth SOR Item No.-11.1 I

Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9 SOR Item No.-11.2 I

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy Material SOR Item No.-12.1 A

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. SOR Item No.-11.4 II (i)

Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203. SOR Item No.-11.6

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. SOR Item No.-12.4 I (i)

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7 SOR Item No.-12.9

Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204. SOR Item No.-12.2

Providing PCC M-20 architectural coping on the tip of wing wall, return wall etc. complete as per drawing and technical specification clause 615,710 and 1204.3.11 SOR Item No.-12.13

B.5 :: APPROACH ROAD 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. By Manual Means SOR Item No.-2.2 I

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. (Stone / Boulder ) SOR Item No.-14.5. I

B.6 :: MISCELLANEOUS. Confirmatory Boring (in Soil) Confirmatory Boring (in Rock) SOR Item No.-9.2.2 9.2.1.1

Providing and fixing of typical PMGSY 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 Item No.-10.16

Dismantling of Structures: 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 1000m as per Technical Specification clause 202 By Manual Means Reinforced cement concrete ( Superstructure) SOR Item No.-2.5 (I) (C)

Dismantling of Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lict and lead of 1000m as per Technical specification clause 202. Rubble Stone Masonry in Cement Mortar (Substructure & Foundation) SOR Item No.-2.7 (B)

Dismantling of Structures: 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 1000m as per Technical Specification clause 202 By Manual Means Cement Concrete (Foundation) SOR Item No.-2.5 (I) (B)

Maintainance for 1st year

Maintainance for 2nd year

Maintainance for 3rd year

Maintainance for 4th year

Maintainance for 5th year

Bridge-3 Construction of Bridge Over Local Nalla at Ch:1+530 KM on MRL-02 Pagla More to Rampur Under Tundi Block, Dhanbad District , Length of Bridge - 19.36m. B.1 :: FOUNDATION 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. Ordinary soil Manual Means upto 3 m depth SOR Item No.-11.1 I A (i)

B.1 :: FOUNDATION 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. Ordinary soil Manual Means 3 m to 6 m depth SOR Item No.-11.1 I A (ii)

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling SOR Item No.-11.2 (i)

Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 1203 (Levelling course below Open Foundation) PCC grade M15 Nominal mix 1:2.5:5 SOR Item No.-11.4 II (i)

Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 1203 (RCC in Footing + part of substructure below GL) RCC grade M25 SOR Item No.-11.4 V

Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 SOR Item No.-11.8

B.2 :: SUBSTRUCTURE Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For Height upto 5m RCC M25 SOR Item No.-12.5 IV

B.2 :: SUBSTRUCTURE Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 5m to 10m RCC M25 SOR Item No.-12.5 IV

Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 SOR Item No.-12.7

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 Item No.-12.9

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 SOR Item No.-12.10 (ii)

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 technical specification Clause 1204.3.8 SOR Item No.-12.11

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. SOR Item No.-12.12

B.3 :: SUPERSTRUCTURE Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC Grade M 30 Height 5m to 10m SOR Item No.-13.1 III (q)

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 SOR Item No.-13.3

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 SOR Item No.-13.5

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 SOR Item No.-13.6

Drainage Spouts complete as per drawing and Technical specification Clause 1209 SOR Item No.-13.10

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 SOR Item No.-13.11(i)

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clauses 800 and 1211 SOR Item No.-13.12

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) SOR Item No.-14.22

B.4 :: RIVER TRAINING AND PROTECTION WORKS Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder SOR Item No.-14.5 I

Eartwork in excavation for structure as per drawing and technical specifications Clauses 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary Soil) Manual Means . Upto 3 depth SOR Item No.-11.1 I

Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9 SOR Item No.-11.2 I

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy Material SOR Item No.-12.1 A

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. SOR Item No.-11.4 II (i)

Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203. SOR Item No.-11.6

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. SOR Item No.-12.4 I (i)

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7 SOR Item No.-12.9

Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204. SOR Item No.-12.2

Providing PCC M-20 architectural coping on the tip of wing wall, return wall etc. complete as per drawing and technical specification clause 615,710 and 1204.3.11 SOR Item No.-12.13

B.5 :: APPROACH ROAD 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. By Manual Means SOR Item No.-2.2 I

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. (Stone / Boulder ) SOR Item No.-14.5. I

B.6 :: MISCELLANEOUS. Confirmatory Boring (in Soil) Confirmatory Boring (in Rock) SOR Item No.-9.2.2 9.2.1.1

Providing and fixing of typical PMGSY 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 Item No.-10.16

Dismantling of Structures: 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 1000m as per Technical Specification clause 202 By Manual Means Reinforced cement concrete ( Superstructure) SOR Item No.-2.5 (I) (C)

Dismantling of Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lict and lead of 1000m as per Technical specification clause 202. Rubble Stone Masonry in Cement Mortar (Substructure & Foundation) SOR Item No.-2.7 (B)

Dismantling of Structures: 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 1000m as per Technical Specification clause 202 By Manual Means Cement Concrete (Foundation) SOR Item No.-2.5 (I) (B)

Maintainance for 1st year

Maintainance for 2nd year

Maintainance for 3rd year

Maintainance for 4th year

Maintainance for 5th year

Labour Cess @ 1%

M/S MALTI ENTERPRISES