Widening and Strengthening of Mardah Kasimabad Road (MDR) (Including 5 year Maintenance

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 MORTH clause 301 (Including Cost of All Matarial T&P, Taxes, Labour Cess etc but Excluding GST )

Construction of embankment with approved material obtained from ROW with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. without lead.

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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORTH clause 401 (Including Cost of All Matarial T&P, Taxes, Labour Cess etc but Excluding GST )

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. (WMM) as MORTH clause 406 b (Including Cost of All Matarial T&P, Taxes, Labour Cess etc but Excluding GST )

Providing and applying primer coat with bitumen slow setting 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 MORTH clause 502 (Including Cost of All Matarial T&P, Taxes, Labour Cess etc but Excluding GST )

Providing and laying dense graded bituminous macadam (Grade-1) with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4 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 505 complete in all respects. (Including Cost of All Matarial T&P, Taxes, Labour Cess etc but Excluding GST )

Providing and laying tack coat with bitumen VG-10 using emulsion distributer at the rate of 0.20 Kg / Sqm. on the prepared granular surface treated with primer and cleaned with hydraulic broom as per technical specification clause 503 (I) (Including Cost of All Matarial T&P, Taxes, Labour Cess etc but Excluding GST )

Providing and laying bituminous concrete (Grade-2) with higher capacity 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 clause 507 (b) complete in all respects (Including Cost of All Matarial T&P, Royalty, Taxes, Labour Cess etc but Excluding GST )

Construction of un-reinforced, dowel jointed, plain cement concrete pavement (M-40) over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, (Grade M40) 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. as MORTH clause 602 (Including Cost of All Matarial T&P, Taxes, Labour Cess etc but Excluding GST )

Construction of sub grade and erthen shoulders with approved material obtained from ROW with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. without lead.

Plain cement concrete 1:3:6 (M-10) 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.

Plain/Reinforced Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications. (SI.No.287B)

Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, for Bars below 36 mm dia including over laps and wastage, where they are not welded.

M-150 brick in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and tools & plants, etc required for proper completion of the work. as per MORTH Specification.

Providing and laying 600 mm dia NP-3 H.P. jointing with coller in proper position including cost of cemment, jute etc required for proper completion of work. But excluding cost of coller.

Providing and laying 900 mm dia NP-3 H.P. jointing with coller in proper position including cost of cemment, jute etc required for proper completion of work. But excluding cost of coller.

Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 fineness modulous including supply of all materials, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge. SI

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge within a distance of 60 meter (200 feet). As per SOR SI No.692

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. Specification N. 304 (S.N. 12.01i) (Ordinary Soil)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-30) SI.No.12.08

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 specification. SI. No. 13.08

Providing and laying Cement concrete wearing coat M-35 grade including reinforecement complete as per drawing and Technical Specifications SI. No-14.4

Brick soling with straight over burnt bricks laid flat and dry including preparation of sub grade to prescribed camber and including supply of bricks, filling joints, with local earth spreading a blinding coat of one cm. (3/8”) depth of local earth of P.I.5 to 7 or sand over the entire surface & including all materials, labour , T&P etc. required for proper completion of the work. (SOR 762b)

Proviaing and laying filter media with granular meterials / stone crushed aggregates satisfying the requirements laid down in clause 2504.0.0. of MORTH specifications to a thickness of not less than 600 mm with smaller 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 complate as per drawing and Technical Specification SI. No-13.10

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (ii) Granular material- (13.09)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-15) SI.No.9.06(1500, 1700 & 2100 )

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces SI.No.-8.8

P/L hot applied thermoplastic compund 2.5 mm thick including reflectionsing glass beads @ 250 gms per sqm area thickness of 2.5 mm is exculusive of suraface applied gllass beads as per IRC:35 the finished surface to be level uniform and free from

Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2.15 The finished surface to be level, uniform and free from streaks and holes.(Repeated Bar)

Direction of Place identification sign with size more than 0.9 sqm size board providing & irecting direction & place identification reflectorised sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over alluminium sheeting 2 mmthick area exceeding 0.90 Sqm supported on a mils steel angle iron post 75 mm x 75mm x 6mm 2 no. Firmly fixed to the ground by means of property designed foundation with M 15 grade cement concreate 45 cm x 60cm, below ground level as per approved drawing with 7 years warranty . Rate include desing fabrication supply transportation and errection of the sign board and slso inclusive of all taxes royallty etc. All T&P Machine material and labour required for proper comletion of work. Note. The composite warranty jointly singed by original manufacturer & authorise converter of at least 7 years shall be furnised on non judicial stamp of required denomination both for retro reflective sheet and also complete signage. Si no new item 3(i) ch, 27.1/C all cess labour cess levy toll free contractor profit but excluding GST.

STOP SIGNS Providing and fixing of retro-reflectroised cautionary mandatory and informantory sign as per IRC 67 mode of high intensity grade sheeting vide clause 801.3 fixed cover aluminium sheeting 4 mm thick supported on a mild steel angle iorn post 35 mm x35 mm x35 mm firmly fixed to the ground by means of properly designed foundation wtih M-15 grade cement concrete 45 cmx 45 cmx60 cm, 60 cm below gruund level as per approved drawing.

SPEED LIMIT Providing and fixing of retro-reflectroised cautionary mandatory and informantory sign as per IRC 67 mode of high intensity grade sheeting vide clause 801.3 fixed cover aluminium sheeting 4 mm thick supported on a mild steel angle iorn post 35 mm x35 mm x35 mm firmly fixed to the ground by means of properly designed foundation wtih M-15 grade cement concrete 45 cmx 45 cmx60 cm, 60 cm below gruund level as per approved drawing.

VILLAGE SIGN BOARD Providing and fixing of retro-reflectroised cautionary mandatory and informantory sign as per IRC 67 mode of high intensity grade sheeting vide clause 801.3 fixed cover aluminium sheeting 4 mm thick supported on a mild steel angle iorn post 35 mm x35 mm x35 mm firmly fixed to the ground by means of properly designed foundation wtih M-15 grade cement concrete 45 cmx 45 cmx60 cm, 60 cm below gruund level as per approved drawing.

T-BOARD Providing and fixing of retro-reflectroised cautionary mandatory and informantory sign as per IRC 67 mode of high intensity grade sheeting vide clause 801.3 fixed cover aluminium sheeting 4 mm thick supported on a mild steel angle iorn post 35 mm x35 mm x35 mm firmly fixed to the ground by means of properly designed foundation wtih M-15 grade cement concrete 45 cmx 45 cmx60 cm, 60 cm below gruund level as per approved drawing.

TRAFFIC SIGNS- HAZARD MARKER Providing and fixing of retro-reflectroised cautionary mandatory and informantory sign as per IRC 67 mode of high intensity grade sheeting vide clause 801.3 fixed cover aluminium soling. 1.5 mm thick supported on a mild steel angle iorn post 75 mm x75 mm firmly fixed to the ground by means of properly designed foundation wtih M-15 grade cement concrete 45 cmx 45 cmx60 cm, 60 cm below gruund level as per approved drawing.

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

6M SPAN OVER HEAD CANTILEVER STRUCTURE WITH 300 DIA MS ONE VERTICAL POST Supply, fixing an eraction of built up Cantilever Structure 6 m span comprising of one vertical post of 6.00 m height made up of 300 mmNB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm MS plate at bottom. The horizontal Truss shall comprise of 50mm dia heavy class MS pipe and 40mm dia heavy MS Pipe as bracing & 10mm 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 paint . 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 thik lean concrete in 1:3:6 cement, coarse sand and 20 mm stone gritt including supply and fixing of 25 mm dia foundation Bolts 600mm long as per provision of structure design including cost of reinforcement and shuttering . The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORTH specification section 800 and IRC 67 2010 complete in all respect. The rates shall include cost of desing fabrication, supply, transportation, 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.

Retro-Reflective Sheeting type-XI with 4mm thik ACM Single Side Providing and fixing of reflective sign with a corrosion resistance 4mm thik with 0.4 to 0.5 mm both side alluminium skin alluminium composite pannel face to be fully covered with high intensity prismetic sheeeting 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 (Aluminum 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 color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance. 3 years outdoor weathering and its having passed these test 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 manufacturer in abroad. Alternatively, a certificate confirming 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 sheeting as per IRC 67:2012 & proof of the same Report shall be uploaded which quoting tender. The rate shall include all material, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-charge.

PART B Maintainance cost :- Maintainance cost will be paid year wise as per Government order No. 17/2024/SA.-113/23-1-2024-23-1099/113/2023 Date 16.01.2024 and HQ UPPWD,Lucknow order No. 3689COPRMC/Mul-23-24 Date 17.02.2024

1st year- maintainance cost 0% on Bituminous, CC & drain Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

2nd year- maintainance cost 0.25% on Bituminous, CC & drain Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

3rd year- maintainance cost 0.50 % on Bituminous, CC & drain Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

4th year- maintainance cost 0.75% on Bituminous, CC & drain Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

5th year- maintainance cost 1.00 % on Bituminous, CC & drain Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

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