Widening and Strengthening of Badhara Chauraha to Jaitpur Bandha Road at District- Gorakhpur (With 5 Year Maintenance work) LOT No-1 of 1

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. as per MORT&H Spe. 201 Sr. no 2.03 ii (A) (Including Labour Cess but GST will paid extra as applicable)

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 As per MoRT&H Specification & Clause . No.301, 3.06 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

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.As per MoRT&H Specification & Clause . No.305, 3.17 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

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. As per MoRT&H Specification & Clause . No.305, 3.16 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

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. As per MoRT&H Specification & Clause . No.305, 3.16 (Cartage Earth) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

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.as per MORT&H Specification & Clause No.401, 4.01 B complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

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.as per MORT&H Specification & Clause No. 406, 4.14B complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

Providing and applying primer coat with SS2 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. As per MORTH Specification & clause No. 502, 5.01 A(i) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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, 5.04 B complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

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.As per MORTH Specification & clause No. 503, 5.02 (i) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

Providing and laying bituminous concrete (Grade-2) with higher capacity batch type hot mix plant 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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, 5.05(B) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

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 MORTH Specification & clause No. 602, 6.02 ( Sub Anly 21.19C PQC M35 grade using Batching plant-120cum capacity) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

Construction of sub-grade and erthen shoulders 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. (for patri work in abadi portion) As per MORTH Specification & clause No. 305, 3.18 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) (cartage Earth)

Construction of sub-grade and erthen shoulders 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. (for patri work in non abadi portion) As per MORTH Specification & clause No. 305, 3.18 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

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..As per MORTH Specification & clause No. 304, 12.01 (i) B complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) (Extension of R.C.C. Culverts, Construction of HP culver 1000 mm dia and construction of RCC Drain)

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 (using batching Plant) As per MoRT&H Specification Ref. No. 2100 & Sr No. 12.04 sub-analysis-21.02 using Batching plant (Including Labour Cess but GST will paid extra as applicable) (Extension of R.C.C. Culverts, Construction of HP culver 1000 mm dia and construction of RCC Drain)

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications As per MoRT&H Specification Ref. No. 1300& 2200 & Sr No. 13.01 (Including Labour Cess but GST will paid extra as applicable) (Extension of R.C.C. Culverts, Construction of HP culver 1000 mm dia)

M-25 grade Providing and Laying Reinforcement concrete in superstructure as per drawing and technical specifications Clauses As per MoRT&H Specification Ref. No. 1500, 1600, 1700 & Sr No. 14.01 B Case (ii) sub-analysis-21.07 (using batching plant Transit mixture and concrete pump) (Including Labour Cess but GST will paid extra as applicable) (Extension of R.C.C. Culverts)

M-25 Grade Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification As per MORTH Specification 1500,1700 & 2200 & Sr No.13.05, F (p) sub-analysis-21.07 using batching plant Transit mixture and concrete pump) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) (construction of RCC Drain)

Supplying, fitting and placing HYSD bar reinforcement in structure complete as per drawing and technical specifications As per MoRT&H Specification Ref. No. 1600 & 2200 Sr No. 13.06 (Including Labour Cess but GST will paid extra as applicable) (Extension of R.C.C. Culverts and construction of RCC Drain)

Pointing with cement mortar (1:3 ) on brick work in structure as per Technical Specifications As per MoRT&H Specification Ref. No. 1300 & 2200 Sr No. 13.02 (Including Labour Cess but GST will paid extra as applicable) (Extension of R.C.C. Culverts, Construction of HP culver 1000 mm dia)

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 As per MoRT&H Specification Ref. No. 710.1.4 of IRC 78 and 2504.2 Sr No. 13.10 (Including Labour Cess but GST will paid extra as applicable) (Extension of R.C.C. Culverts)

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 As per MoRT&H Specification Ref. No. 2706 & 2200 Sr No. 13.08 (Including Labour Cess but GST will paid extra as applicable) (Extension of R.C.C. Culverts)

Providing and laying class150 brick ballast 40mm gauge under the pipe as per SOR Sr 1(A) (Including Labour Cess but GST will paid extra as applicable) (Construction of HP culver 1000 mm dia )

Providing and Laying RCC 1000 mm Hume Pipes NP-3 including collars/spigot & Socketed Type joint, Confirming to BIS specification as per IS 458:2003 (Including Labour Cess but GST will paid extra as applicable) (Construction of HP culver 1000 mm dia )

Backfilling from local sand in foundation trenches as per drawing and technical specification as per SOR Chapter-1 (Including Labour Cess & GST will paid extra as applicable) (Construction of HP culver 1000 mm dia but Retaning wall)

Road Marking 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 MoRT&H Specification Ref. No. 803 Sr No. 8.13 (Including Labour Cess but GST will paid extra as applicable)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/Tranvers bar) Provlang ana laying of hot apped thermopilastic compound 5 men thigk Inciuding reflectoraing niass beads 250 gms per sn aren, ticknes of 5 mm is excicive of surface apalied gless berdy ase RC 35-2015 The Rinished surfac belevel, unorm snd ee from streaka. As per MoRT&H Specification Ref. No. 803 Sr No. 8.13 (Including Labour Cess but GST will paid extra as applicable)

Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67- 2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting 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 from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) 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 sheeting as per IRC 67:2012. Legends, letters. numerals and borders etc should be as per MoRTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. as per section 12 of IRC 67. As per MoRT&H Specification Ref. No. 801 Sr No. (8.4) (i) 90 cm equilateral tringle with diffinitation plate size (20cm x 60cm) Rumble strip Sign (Including Labour Cess but GST will paid extra as applicable)

(ii) 60 cm Circular with diffinitation plate (20cm x 60cm). Speed Limit sign. As per MoRT&H Specification Ref. No. 801 Sr No. (8.4) (Including Labour Cess but GST will paid extra as applicable)

Supply, fixing & eraction of built up Overhead Structure of 12M-15M span comprising of two 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 dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 (cement coarse sand and 40 mm gauge stone ballast and RCC M-25 cement concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect. The Rates shall include cost of design, fabrication, supply, transportations, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in charge. As per MoRT&H Specification Ref. No. 802 (Including Labour Cess but GST will paid extra as applicable)

Retro-ReflectiveSheeting type-IV with 4 mm thick ACM Double Side: Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered 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-sensitive adhesive of the aggressive - tack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. The ACM (Aluminium Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to ASTM D4956-09 shall be Pressure fixed. The Retro reflective sheeting 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 from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) 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 sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.. (R.R. Sheeting) As per MoRT&H Specification Ref. No. 801 Sr No. (8.4) (Including Labour Cess but GST will paid extra as applicable)

Direction and place Identification signs up to 0.90 sqm size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting 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 from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) 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 sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7. Sheet fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm., below ground level as per approved drawing, complete. As per MoRT&H Specification Ref. No. 801 Sr No.8.5 (Including Labour Cess but GST will paid extra as applicable)

Maintenance of constructed road for next five year after completion of work shall be paid. as per GO No 17/2024/lk0-113/23-1-2024-23-1099-113/2023 yksd fuekZ.k foHkkx vuqHkkx&1 fnuakd 16-01-2024 ,oa dk;kZy; izeq[k vfHk;Urk ;krk;kr oxZ yks0fu0fo0 y[kuÅ dk i=kad&3689lh&vks0ih0vkj0,e0lh0@ewy&23&24 fnuakd 17-02-2024- Payment shall be done as per satisfaction of engineer in chage regarding maintenance work carried out by contractor (Including Labour Cess but GST will paid extra as applicable). 1st year Maintenance cost total construction of cost @ Zero percent & for 2nd year @ 0.25%

For 3rd year @ 0.50%

For 4th year @ 0.75%

For 5th year @ 1.00%

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