Reconstruction of Gardi NH-114A to Sardiha NH-114A Road Total length-8.88 km for the year 2021-22.

Amount

Clearing and Grubbing the road land,(Clearing and grubbing the road land including uprooting rank vegetation,grass,bushes,shrubs,saplings and trees girth upto 300mm ,removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of sercviceable materials to be used or auctioned upto a lead of 1000 mts. including removal and disposal of organic soil not exceeding 150mm in thickness. RCD-SoR-2.3

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 metres and earth filling in the depression / pit. 300-600mm RCD-SoR-2.1(I)

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 metres and earth filling in the depression / pit. 600-900 mm RCD-SoR-2.1(ii)

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 metres and earth filling in the depression / pit. 900-1800mm RCD-SoR-2.1(iv)

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 metres and earth filling in the depression / pit. >1800mm RCD-SoR-2.14

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. RCD-SoR-2.3

Removal of Hand pumps all complete job as per specification and direction of E/I. NS

Dismantalling of stone masonary in cement mortar -do-do- all complete as per specification and direction of E/I (i) Masonary Work RCD-SoR-2.4(iii) B

Dismantalling of stone masonary in cement mortar -do-do- all complete as per specification and direction of E/I (ii) PCC M15 and above RCD-SoR-2.4(III)

Dismantalling of stone masonary in cement mortar -do-do- all complete as per specification and direction of E/I (iii) RCC M20 and above RCD-SoR-2.4(III) A

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

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous Course by mechanical means RCD-SoR-2.5 (II) A

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 royality @ Rs. 30.00 per including watering, rolling & compaction) (i) Ordinary soil RCD-SoR-3.6(ii)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. RCD-SoR-3.17(ii)

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. RCD-SoR-3.16(i)

Construction of granular sub base by providing coarse graded material @ 1.28 m3 / m3 , 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 clause401. As per MOSRT&H specification401 (5th revision) and direction of E/I. RCD-SoR-4.2(i)

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.). RCD-SoR-4.12

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of the road surface and spraying primer @0.60 kg/sqm using mechanical means . As per MOSRT&H specification 502 (5th revision ) & as per direction of E/I. RCD-SoR-5.1

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @0.20 kg/sqm on the prepared bituminous surface cleaned with mechanical broom. As per MOSRT&H specification 502 (5th revision ) & as per direction of E/I. RCD-SoR-5.2

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix 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. 507 complete in all respects.) with VG-30 Grade Bulk Bitumen. RCD-SoR-5.6 B(ii)

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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. 509 complete in all respects) with VG-30 Grade Bitumen. (i) for Grading-II RCD-SoR-5.8 B(ii)

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.) RCD-SoR-6.1

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 ) RCD-SoR-6.2

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 gradecement concrete 45cmx45cmx60cm ,60 cm below ground levelas per approved drawing (i)90cm Equilateral triangle RCD-SoR-8.4(i)

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 gradecement concrete 45cmx45cmx60cm ,60 cm below ground levelas per approved drawing (ii)60cmx60cm Square RCD-SoR-8.4(vi)

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 gradecement concrete 45cmx45cmx60cm ,60 cm below ground levelas per approved drawing (iii)80cmx60cm rectangular RCD-SoR-8.4(iv)

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 gradecement concrete 45cmx45cmx60cm ,60 cm below ground levelas per approved drawing (iv) 60cm.x45.0cm rectangular RCD-SoR-8.4(v)

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 gradecement concrete 45cmx45cmx60cm ,60 cm below ground levelas per approved drawing (v)60 cm. Circular RCD-SoR-8.4(iii)

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 gradecement concrete 45cmx45cmx60cm ,60 cm below ground levelas per approved drawing (vi)90 cm. high Octagonal RCD-SoR-8.4

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 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. RCD-SoR-8.5

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade. RCD-SoR-8.3

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. RCD-SoR-8.13

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 8.14(i) 5th Km. stone RCD-SoR-8.14(i)

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 8.14(ii)ordinary Km. stone RCD-SoR-8.14(ii)

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. RCD-SoR-8.15

Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) RCD-SoR-11.9

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) RCD-SoR-8.23A

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20 RCD-SoR-12.8 C

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. RCD-SoR-12.40

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

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. RCD-SoR-15.4

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. RCD-SoR-15.1

Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe 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 . ) RCD-SoR-9.2A

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) RCD-SoR-8.7A

E/W in excavation of foundation trenches in hard soil -do-do-all complete job. RCD-SoR-12.1 B(i)

Providing P.C.C. M15 with nominal mix(1:2:4)in foundation -do-do-all complete. RCD-SoR-12.8A

Providing R.D.R.R. stone masonary with c.m.(1:3) in foundation and plinth -do-do-all complete. RCD-SoR-12.7B

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. RCD-SoR-13.4A

Providing R.C.C. M30 in wearing coat -do-do-all complete job. RCD-SoR-14.4

Providing Designation 75A B/W in c.m.(1:3) in foundation and plinth -do-do- all comp. RCD-SoR-13.1

Providing 12 mm thick plaster with c.m.(1:3) -do-do- all comp. job. RCD-SoR-13.3

Providing painting two coats over new plastered surface -do-do- all complete. RCD-SoR-8.8

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

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. RCD-SoR-14.18(ii)

Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6% bitumen by weight. RCD-SoR-14.18(iv)

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

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification RCC M25 RCD:SOR:13.5 F(p) Case-II

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification RCC M20 RCD:SOR:13.5 B(p)

Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. RCD-SoR-15.8A

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. RCD-SoR-15.11

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. RCD-SoR-8.22

Providing filter media with stone metal grade-III conforming to MORT&HTable 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 taxes and royalty etc.all complete job as per design/drawing and technical specification and MORT&H specification clause 305 and other relevant clauses and direction of E/I. RCD-SoR-13.10

Providing weep holes in PCC/RCC in abutment ,wing wall,return wallwith 100mm dia A.C. pipes ,collar ,M.S. clamps including cost of all materials and labour, ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation incidental charges,all taxes and royalty etc.all complete job as per design/drawing and technical specification and MORT&H specificationclauses and other relevant clauses and direction of E/I. RCD-SoR-13.8

Providing HYSD bars in all types of RCC works in Girder, Deck slab ,bed ,block, abutment,return wall ,pier shaft, abutment cap, pier capincluding cutting to sizes,bending,binding,placing in position on cement cubeswith cost of all materials,labour,tools and plants,all taxes,handling materials at siteand incidental charges,all complete job as per design/drawing and technical specification and MORT&H specifications clauses and other relevant clauses and direction of E/I. RCD-SoR-13.6

PCC M-15 grade levelling course below approach slab complete job as perr specification and direction of E/I. RCD-SoR-14.10

Providing and laying RCC Approach slab M30 grade including reinforcement and formwork complete as per drawing and Technical specifications. RCD-SoR-14.11

Providing and laying a burried expansion joint , expansion- gap being 20 mm covered with 12 mm thick ,200mm wide galvanised weldable structural steel as per IS:2062 placed symmetrical to the centre line of the joint, resting freely over the top surface of the deckconcrete, welding of 8mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate all as specified in clause 2604 . RCD-SoR-14.17

Providing drainage spouts with 260mmx260mm M.S. grating 100 mm dia. 1.00m long G.I. pipe including cost of all labour and materialall complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/I. RCD-SoR-14.9

Dismantling of structure like culverts, Bridges, Retaining Wall, Measonary ………….. Lead of 1000 meter RCD-SoR-2.4IIB

Supplying, fitting and placing HYSD bar reinforcement in sub-structure (Drain cover) do-do all complete job as per Technical Specifications @ 70 Kg/m3 of concrete RCD-SoR-14.2

Furnishing and placing reinforced/prestressed cement concrete in superstructure as per drawing and technical specification RCC-Grade M-25 RCD-SoR-14.1 B Case-II (i) (p)

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

Add 12 % GST (in Basic Rate must fill 12)

Add 1% Labour Cess (in Basic Rate must fill 1)

RAJBIR CONSTRUCTION PVT. LTD.