Widening and strengthening work in 02 Lanes of Ghatampur to Sadh road (ODR) from Chainage 0.000 to Chainage 14.000 and from Chainage 0.000 to Chainage 0.900 in Development Block Bhitargaon Road (By Hot Mix Plant)

Amount

Excavation for roadwork in soil with hydraulic excavator 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 (Morth Specification Clause - 301 SI no. 3.06)

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.(Morth Specification Clause - 305 SI No 3.16)

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 (Morth Specification Clause - 305 SI No. 3.18)

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(Compaction only)(Morth Specification Clause - 305 SI No. 3.17)

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (SI No. 4.01)

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Morth Specification Clause - 406 SI No. 4.14)

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 150kg/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..(Morth Specification Clause - 601 SI no. 6.01)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved 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 (Morth Specification Clause - 602 SI no. 6.02)

Providing and laying dense graded bituminous macadam with higher capacity batch type 120 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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 MoRTH specification clause No. 505 complete in all respects..(Morth Specification Clause - 505 B SI no. 5.04)(Rate including Bitumen VG-30)

Providing and applying primer coat with SS1 grade 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.(Morth Specification Clause - 502 A SI no. 5.01)(Rate including Bitumen Emulsion SS-1)

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.(Rate including Bitumen VG-10) (Morth Specification Clause - 503 SI no. 5.02 I)

Providing and laying bituminous concrete with higher capacity batch type 120 TPH hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a 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 SI no. 5.05 B complete in all respects(Rate including Bitumen VG-30)

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.(Morth Specification Clause - 2100 SI no. 12.04)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC M-25 Grade (Morth Specification Clause - 1500,1700 & 2100 SI No. 15.11 D )

Supplying, Fitting and Placing HYSD bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications (Morth Specification Clause - 1600 & 2200 SI.NO. 13.06 )

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications (Morth Specification Clause 1300 & 2200 , SI no- 13.01)

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications (Morth Specification Clause - 1300 & 2200 SI No 13.02 )

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications ( Morth Specification clause no 1300 &2200 SI No. 13.03)

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 foce. Complete as per drawing and Technical Specifications (Morth Specification Clause 2706 & 2200 , SI No- 13.08)

Laying Reinforced Cement Concrete Pipe NP-4 prestressed 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 masonary works in head wall and parapets.(1000 mm dia HP)(Morth Specification Clause 2900, SI No- 9.04 II)

Laying Reinforced Cement Concrete Pipe NP-4/ prestressed 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 masonary works in head wall and parapets.(600 mm dia HP) (Morth Specification Clause 2900, SI No- 9.04 I)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement conrete,wood work,steel work,including T&P and scaffolding wherever necessary,sorting the dismantled,disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m (Morth Specification Clause 202 , SI No- 2.04 b)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, 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 (Morth Specification Clause 202 , SI No- 2.04 C)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Morth Specification Clause - 304 SI No 12.01 B )

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 (Morth Specification Clause - 2100 SI No 12.04 )

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications(M-20) (Morth Specification Clause - 1500,1700&2200 SI No 12.08 C Case II )

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (M-25)(Morth Specification Clause - 1500,1700&2100 SI No 15.11 E Case II )

Supplying, Fitting and Placing HYSD bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications (Morth Specification Clause - 1600&2200 SI No13.6 )

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 foce. Complete as per drawing and Technical Specifications(Morth Specification Clause - 2706 &2200 ,SI No13.8 )

Drainage spouts complete as per drawing Morth SI.NO. 14.09 and technical specification clause 2705

Flexible Apron-Construction of flexible apron 1 m thick comprising of loose stone boulder weighing not less than 40 kg beyond curtain wall.(Morth Specification Clause - 2507.2 SI No16.11 )

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 drawing and Technical Specification (710.1.4 of IRC 78 and 2504.4 SI NO 15.24)

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc (5th kilometre stone (precast))(Morth Specification Clause - 804 SI No 8.14 I )

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc Ordinary kilometer stone (precast).(Morth Specification Clause -804 SI No.8.14-II )

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc Hectometer stone (precast)).(Morth Specification Clause -804 SI No.8.14-III )

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. As per MORTH specification 803, SI no. 8.13.

Supply, fixing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm d1a heavy M S pipe as bracing & 10 mm MS plate al bottom for fixing to vertical posl as per structure design & drawing with one of steel primer and two coals of synthetic enamel plant. The work Includes construction of RCC Foundation or size 0.90x0.90x1.50 m or required depth as per site condition for built up structure Including Earth work In excavation 100 mm thick Lean Conc,ete In 1:3:6 cement coarse sand and 40 mm gauge stone ballast and RCC • M25 grade conc,ete Including supply and fixing or 25 mm dia Foundation Bolts 600 mm long as per provision or structure design including cost or reinforcement & shuttering. The lateral vertical clearances and complete lnstalation work shall be as per relevant clauses of MORT&H specification secllon 800 and IRC 67-2012 complete in all respect The Rales shall Include cost of design fabrlcaUon, supply, transportation, Local shifting Erection of Signage structure using c,ane, Inclusive of all taxes etc. all T&P machine, material and labour required for proper completlon of work as per direction of Engineer-In-charge.

Retro-Reflective sheeting type-IV with 4 mm thick ACM Double Side:providing and fixing of reflective signs with a corrision resistant 4 mm thick with0.4 to 0.5 mm both side aluminum skin aluminuium composite panel face to be fully coverd with high intensity prismatic sheeting type iv as per IRC-67:2012 Retro reflective sheeting with back frame MS Angle of 35x35x5 mm legends,letters,numerals and borders etc should be as per morth specification No-801.3.7 the sheeting shall have a pressure-senstive adhesive of the aggresive-back type requiring no heat solvent other prapartion for adhesion to smooth clean surface in manner recommanded by the sheeting manufacture. The ACM(Aluminium composite materials) shall be fixed on the back frame ms angle with riviting .micro prismatic type -iv rectro reflecting sheeting confirming to ASTM D4956-09 Shall be pressure fixed. the rectro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of rectro reflection , day time colours and luminance, shrinking, flexibility,liner removal,adhesion,impact,resistance,specular gloss and fungus resistance 3 year out door weatherinng and its having passed these test shall be obtained from International/Govt. laboratory/ Institute by the mfd.of the sheeting and in case of the certifiacte of obtain from International condition. It should also be obtain from Indian condition with three year of launching product by the mfd. in abroad.A certoficate conforming from ASTM Specification (D4956-09) on artificai accelrated weathering requirement from reputed laboratory of India can be accepet providsionly in search situtation the employer/client and if so desire could seek for performance gurantee which would be release after a receipt of the certificate meeting thr requirement 3 year out door weathering of the sheeting as per IRC 67:2012 and proof of the same.Report shall be uploaded which coating tender the rate shall include all material , labour ,T&P transporation,instalation and incidentals all complete as direction of E / I

Providing & fixing or reflecllve signs wilh a corrosion resistant 4 mm thick with 0.4 10 0.5 mm bolh side aluminium skin aluminium composite panel face lo be fully covered with High Intensity prismallc sheeting lype IV as per IRC-67:2012 re1ro reflective sheellng with back frame MS angle of 35x35x5 mm. Legends , letters , numerals and borders elc should be as per MoRTH specification No.801.3.7 .The sheeling shall have a pressure. sensitive adhesive of the aggressive. lack type requiring no heal , solvent other preparalion for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. The ACM (Aluminium Composite Materials) shall be fixed on lhe Back frame MS Angle with riveting Micro prismatic type IV Relro reflective sheeting confirming to ASTM D4956-09 shall be Pressure fixed. The Retro reflective sheeting shall be Jested for a certir1ca1e of having the sheeting tested for coefficient of retro renection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, Impact resistance, specular gloss and fungus resistance, 3 years ou1door wealhering and Its having passed these lesls shan be obtained rrom lnlemalionaVGovernmenl Laboratory/ Institute by the manufacturer or the sheeting and In case the certmca1e is obtained from international condition, ii should also be obtained from Indian condition within 3 years of launching of product by the manufacture In abroad. Alternatively, a certificate conforming lo ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, lhe Employer/Client, ii so desires, could seek for a performance guarantee which would be released after receipt of certificate meellng lhe requiremenl of three years outdoor wealherlng of lhe sheeting as per IRC 67:2012 & Proor of lhe same Report shall be uploaded which quoting tender. The rate shall Include all ma erials, labour, T&P, transportation, tnstallation and Incidentals all complete as per direcilon of the Engineer.In-Charge.

Supply & Fixing of M S Deilneator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 mic,on for protection against corrosion The surface should be concealed so lhal there shOuld not be any exposed surface without powder coating, Altemallvely, these metal guide poles can be concealed with thermoplastic body. The posts shall have Ian ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel Guide Poles shall conform to Type XI sheeting specifications as per IRC:67 and ASTM 04g55 which would ensure lo obtainl clear visibility of the road alignment during night time The Retro reflective sheellng shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion. Impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained lrom lnlemational/Govemment Laboratory / Institute by the manufacturer of the sheeting and in case the certificate is obtained from international cond1lion, it should also be obtained from Indian condilion within 3 years of launching of product by the manufacture in abroad. Allematively, a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory In India can be accepted provisionally. In such a situation, the Employer/ Client, If so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheellng as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting lender. The rate shall include all materials, labour, T&P. transportat,on, Installation and Incidentals all complele as per direction of the Engineer-In-Charge.

Providing and fixing of retro-reflectorised cautionary, manda1ory and lnforma1ory sign as per IRC :67-2012 made of high intensity grade sheeting lype-lV vide clause 801.3, fixed over aluminium sheeting 1 5mm thick supported on a mild sleel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means or propMy designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60cm below ground level as per approved drawing. The Retro reflective sheeting shall be tesled ror a certificate of having the sheeting tested ror coefficient of retro reflection, daytime colour and luminance, shrinkage. flexibility, liner removal. adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and Its having passed these tests shall be obtained from lntemalionaVGovemmenl Laboratory/ Institute by the manufacturer of the sheeting and In case thecertificate Is obtained from lntemalional condition, it should also be obtained from Indian condition within 3 years or launching of product by the manufacture In abroad. Alternatively, a certifica1e conforming to ASTM Specification (D 4956-09) on artmcial accelerated weathering requirements from a reputed laboratory In India can be accepted provisionally. In sueh a situation. lhe Employer/ Client, if so desires. could seek for a performance guarantee wh1Ch would be released after receipt or cert,ficale meehng therequirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends , letters , numerals and borders etc should be as per MoRTH speClfication o-801,3 7 Proof of the same in form of government report shall be uploaded while quoting tender I) 90 cm equilateral tringle with diffinltalion plate size (20cm X 60cm) Cautionary Warning Signs

Providing and fixing of retro-reflectorised cautionary, manda1ory and lnforma1ory sign as per IRC :67-2012 made of high intensity grade sheeting lype-lV vide clause 801.3, fixed over aluminium sheeting 1 5mm thick supported on a mild sleel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means or propMy designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60cm below ground level as per approved drawing. The Retro reflective sheeting shall be tesled ror a certificate of having the sheeting tested ror coefficient of retro reflection, daytime colour and luminance, shrinkage. flexibility, liner removal. adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and Its having passed these tests shall be obtained from lntemalionaVGovemmenl Laboratory/ Institute by the manufacturer of the sheeting and In case thecertificate Is obtained from lntemalional condition, it should also be obtained from Indian condition within 3 years or launching of product by the manufacture In abroad. Alternatively, a certifica1e conforming to ASTM Specification (D 4956-09) on artmcial accelerated weathering requirements from a reputed laboratory In India can be accepted provisionally. In sueh a situation. lhe Employer/ Client, if so desires. could seek for a performance guarantee wh1Ch would be released after receipt or cert,ficale meehng therequirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends , letters , numerals and borders etc should be as per MoRTH speClfication o-801,3 7 Proof of the same in form of government report shall be uploaded while quoting tender (I)50X60 cm single chevron

Providing and fixing of retro-reflectorised cautionary, manda1ory and lnforma1ory sign as per IRC :67-2012 made of high intensity grade sheeting lype-lV vide clause 801.3, fixed over aluminium sheeting 1 5mm thick supported on a mild sleel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means or propMy designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60cm below ground level as per approved drawing. The Retro reflective sheeting shall be tesled ror a certificate of having the sheeting tested ror coefficient of retro reflection, daytime colour and luminance, shrinkage. flexibility, liner removal. adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and Its having passed these tests shall be obtained from lntemalionaVGovemmenl Laboratory/ Institute by the manufacturer of the sheeting and In case thecertificate Is obtained from lntemalional condition, it should also be obtained from Indian condition within 3 years or launching of product by the manufacture In abroad. Alternatively, a certifica1e conforming to ASTM Specification (D 4956-09) on artmcial accelerated weathering requirements from a reputed laboratory In India can be accepted provisionally. In sueh a situation. lhe Employer/ Client, if so desires. could seek for a performance guarantee wh1Ch would be released after receipt or cert,ficale meehng therequirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends , letters , numerals and borders etc should be as per MoRTH speClfication o-801,3 7 Proof of the same in form of government report shall be uploaded while quoting tender (I)30X90 cm (Left Right) Object Hazard

Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work,painting of guard stone, refixing of displaced guard stone (as per performance Index Anexure-1) & maintenance mentioned in GO No. 17 /2024 /Sa-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024 and C.E. (H.Q.-1) PWD Lucknow Letter No. 3689C-OPRMC /Mool -23-24 Dated 17.02.2024 on item 1 to 43. Mantenence Charge I year - 0.00% (On Item no. 01 to 43.)

Mantenence Charge II year - 0.25% (On Item no. 01 to 43.)

Mantenence Charge III year - 0.50% (On Item no. 01 to 43.)

Mantenence Charge IV year - 0.75% (On Item no. 01 to 43.)

Mantenence Charge V year - 1.00% (On Item no. 01 to 43.)

DELTA ERECTORS PVT LTD

M/S R.R. ENTERPRISES