Widening and Strengthening Reconstruction of Japla Navinagar MDR 127 Bihar Border Road Total Length 14.895 Km for the year 2022-23

Amount

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means in area of light jungle vide R.C.D.S.O.R. 2.03

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) (i) 300-600 mm vide R.C.D. S.O.R. 2.01

(iii) 900-1800 mm

(iv) 1800-above mm

Removal of Telephone / Electric Poles and Lines 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. 2.14

Removal of Hand Pumps all complete job as per specification and direction.

Dismantalling of stone masonary in cement mortar do-do- all complete as per specification and direction of E/I. (i) Masonary work R.C.D.S.O.R. 2.04 (III) B

Dismantalling of stone masonary in cement mortar do-do- all complete as per specification and direction of E/I. (i) PCC M15 and above R.C.D.S.O.R. 2.04 (I) B

Dismantalling of stone masonary in cement mortar do-do- all complete as per specification and direction of E/I. (i) RCC M20 and above R.C.D.S.O.R. 2.04 (II) B

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. SOR. 2.4 (ix) B

Excavation for roadwork in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (including Royalty @ Rs. 30.00 per Cum but excluding watering, rolling & compaction) SOR. 3.06

Construction of Subgrade and Earthen Shoulders- Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 SOR 3.17

Construction of Embankment with Material obtained from Borrowpits - Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. SOR 3.16

Construction of Subgrade and Earthen Shoulders - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 S.O.R. 3.18

Granular Sub-Base with Close Graded Material (Table:- 400- 2) - Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401. S.O.R. 4.01 B

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. SOR.4.14 B

Prime Coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. SOR.5.01 A(I)

Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. SOR.5.02 (II) (On Granular )

Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. SOR.5.02 (I) (On Bituminous)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total 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 MORT&H specification clause no. 505 complete in all respects with VG-30 Bulk Bitumen. SOR.5.04 A(B)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent 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 MORT&H specification clause no. 507 complete in all respects with VG-30 Bulk Bitumen. SOR.5.05 A(B)

Dry Lean Cement Concrete Sub- base (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.6.01

Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. MISCELLANEOUS WORK SOR. 6.02

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.R.C.D. S.O.R. 8.04 A (II) (i) 90 cm Equilateral Tringle

(ii) 60 cm x 60 cm Square S.O.R. 8.04 A (XIII)

(iii) 80 cm x 60 cm Rectangular S.O.R. 8.04 A (X)

(iv) 60 cm x 45 cm Rectangular S.O.R. 8.04 A (XII)

(v) 60 cm Circle S.O.R. 8.04 A (VIII)

(vi) 90 cm height Octagonal S.O.R. 8.04 A (XV)

Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) S.O.R. 8.06

Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade S.O.R 8.03 (II)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. S.O.R 8.13

Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R 8.14 (I) (i) 5th km Stone

(ii) Ordinary km stone S.O.R 8.14 (II)

Road Delineators (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.) S.O.R 8.15

Providing 12 mm thick plaster with c.m.(1:3) -do-do- all comp. job on parapet wall of retained culverts S.O.R 13.03

Providing painting two coats over new plastered surface do-do all completed job on parapet wall of retained culverts S.O.R 8.08

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 SOR. 16.04 (A)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification S.O.R 16.05

Metal Beam Crash Barrier (Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) SOR. 8.23 A

Gantry- Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans) (A) Truss and Vertical Support S.O.R 8.07 A

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20 S.O.R 12.08 C

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications S.O.R S.O.R 12.42

Fixing of reflective sheeting including all cost of materials and fitting charge complete works as per specification and direction of E/I

Earthwork of Structures (Earth work in Excavtaion of foundation of structures as per drawing and technical and technical specification,including steeing out ,construction of shoring and bracing,removal of stumps and other deletrious matter,dressing of sides and bottom and back filling with approved material . S.O.R 12.01 B (I)

Providing P.C.C. M15 with nominal mix(1:2:4)in foundation -do-do-all complete job as per specification and direction of E/I. S.O.R 12.08.A. CASE I

Providing R.D.R.R. stone masonary with c.m.(1:3) in foundation and plinth -do-do-all complete S.O.R 12.07 (B)

Providing R.D.R.R.Stone masonary with c.m.(1:3) in substructure -do-do- all complete as per spn. And direction of E/I S.O.R 13.04 A

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. S.O.R 16.04 A

Providing R.C.C. M25 in deck slab -do-do-all complete job S.O.R 14.01 B (I) P

Providing R.C.C. M30 in wearing coat -do-do-all complete job S.O.R 14.04

Providing P.C.C. M20 in various parts of the structure -do-do-all comp S.O.R 13.05 B (P)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications S.O.R 14.02

Providing Designation 75A B/W in CM (1:3) in foundation and plinth do-do all complete job. S.O.R 13.01

Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification. S.O.R 13.10

Providing Tar Phelt Cushion under the deck slab -do-do-all complete job

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 S.O.R 14.17 (III)

Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6% bitumen by weight S.O.R 14.17(iv)

Numbering and writing the culvert no. etc. -do-do- all complete

Providing P.C.C. M15 with nominal mix(1:2:4)in foundation -do-do-all complete job as per specification and direction of E/I.S.O.R 15.11 A.case1

Providing RCC M25 mechanically mixed concrete in substructure with graded stone aggregate 20mm nominal size and clean coarse sand do-do- all complete job as per specification and direction of E/I. (Excluding cost of reinforcement and it's cutting , bending, binding etc.)S.O.R 15.12 B

Providing PCC M20 mechanically mixed concrete in substructure with graded stone aggregate 20mm nominal size and clean coarse sand do-do- all complete job as per specification and direction of E/I. (Excluding cost of reinforcement and it's cutting , bending, binding etc.) SOR 15.12 A

Providing and laying flooring complete as per drawing and Technical specification laid over cement concert bedding.SOR 16.08 (A)

Flexible Apron Construction of flexible apron 1 m thick comprising of loose stone boulders weighting not less than 40 kn beyond curtain wall.S.O.R 16.11

Back filling behind the abutment, wing wall and return wall including foundation trenches with granular material combined with all leadsand lifts at site including cost of all materials, labour, tools and plants, watering, cost of water with all leads and lifts, dressingand ramming, free from grass and other loose deleterious materials likely to deteriorate, providing light, barrier, danger signals, choudkidar, making and maintaining diversion, traffic regulation all complete job as per design/ drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I. RCD SOR 13.09 A

Providing filter media with stone metal grade-III conforming to MORT&H Table 400-7, free from grass, dirt and debrisand other loose and deleterious materials likely to deteriorate, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation incidental charges all taxex and roylty etc. all complete job as per design/drawing and technical specification and MORT&H specification cluase 305 and other relevant clauses and direction of E/I.S.O.R 15.24

Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.S.O.R 15.14

Supplying, fitting and placing HYSD bar reinforcement in all types of RCC works inGirder, Deck slab, bed, block, abutment, return wall, peir shaft, abutment cap, pier, do-do- all complete job as per drawing and technical specifications SOR 15.13

Providing PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification SOR 15.15 case(ii)

Providing and laying Reinforced cement concrete approach slab M30 including reinforcement and formwork complete as per drawing and Technical specification SOR 15.16

Providing drainage spouts with 260 mm x 260 mm M.S. grating 100 mm dia. 1.00 long G.I. pipe including cost of all labour and material all complete job as per design/drawing and technical specification and MORT & H specification clasues and other relevant SOR 15.17

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-30 grade Concrete with HYSD reinforcement conforming to MoRT&H specification and as per details given IRC-5 (Fig.-5, b) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawing and at locations directed by the Engineer, all as specified. (Area- 0.243 sqm./meter, single face) SOR 8.22 A(ii)

Providing painting of hand rail with ready mixed paint of approvedcolour and texture as per specification and direction of E/I. SOR 15.21

Providing and laying Reinforced cement concrete wearing coat M30 grade including reinforcement complete as per drawing and Technical specification. RCD SOR 14.04

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) S.O.R 12.04

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M20 S.O.R 13.05.E(P)

Plain/Reinforced cement concrete in super-structure complete as per drawing and technical specifications. RCC Grade M30 S.O.R 14.01c(i)P

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications S.O.R 13.06

GST 18% will be added on Total amount quoted by Contractor

Labour Cess 1% will be added on amount quoted by contractor including 18% GST.

M/S INDIAN ELECTRICAL SERVICES

Shivalaya Construction Company Pvt. Ltd.

Mother India Construction Pvt. Ltd.