Widening and Strengthening work of Sikrara Baraipar Sujanganj road (Dahev Mod to Baraipar road) (ODR) in District Jaunpur

Excavation for road work in soil with hydraulic excavator of 1.00 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 all material, T&P, labour cess etc. but excluding G.S.T.) (With U Drain+Hume Pipe and Culvert)

Construction of Embankment with Material Deposited from Roadway Cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) (Compaction Only) (Including all T&P, labour cess etc. but excluding G.S.T.)

Construction of embankment with approved material obtained from R.O.W. with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 and Diversion (Including all T&P, labour cess etc. but excluding G.S.T.) With Diversion

GSB - Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with motor grader at OMC, and compacting with Soil campactor roller to achieve the desired density, complete as per MORT&H Technical Specification Clause 401. For Widening (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Scarifying the existing bituminous surface to a depth of 20 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

WMM- 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 Soil campactor roller to achieve the desired density. As per Technical Spec. Clause 406 For Widening (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing and applying primer coat with SS 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. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing and laying 80 mm thick dense graded bituminous macadam (Grade-1) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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 No. 505 complete in all respects. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) (Including all material, T&P, labour cess etc. but excluding G.S.T.) With Table top

Providing and applying Tack Coat with Bitumen VG-10 using bitumen sprayer at the rate of 0.20 kg per sqm on the prepared surface cleaned by mechanical broom. (Including all material, T&P, labour cess etc. but excluding G.S.T.)With Table top

Providing and laying 30mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.40 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 MoRT&H specifications Clause 509 complete in all respects. (Including all material, T&P, labour cess etc. but excluding G.S.T.)With Table top

Construction of un-reinforced, dowel jointed, plain cement concrete pavement (M-35) over a prepared sub base with approve 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 (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from R.O.W. with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (without lead) (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads (1000m), transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2In Abadi portion (Including all material, T&P, labour cess etc. but excluding G.S.T.)

C.C. 1:4:8 in foundation with cement fine sand and brick balast S.I. No. 275 For Hume Pipe (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing and laying of R.C.C. Hume pipe NP-3 900mm dia N.S S.L No 17 (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing and laying of R.C.C. Hume pipe NP-3 600mm dia N.S S.L No 17 (Including all material, T&P, labour cess etc. but excluding G.S.T.)

1st class brick work with M-150 brick with cement & fine sand of 1.25FM. in 1:4 S.I.No 305 For Hume Pipe (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Struck Cement Pointing with cement mortar 1:2 S.I. No 574 For Hume Pipe (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Plain cement concrete M15 in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundationand compacted by vibration including curing for 14 days foundation. For U-Drain (Including all material, T&P, labour cess etc. but excluding G.S.T.)

RCC Grade M20 Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. For U-Drain (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications For U-Drain and Box Culvert (Including all material, T&P, labour cess etc. but excluding G.S.T.)

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 MORTH Sr.No. 13.10 and 710.1.4.of IRC:78 and 2200 Including All material T&P, Labour cess etc But Excluding cost of GST (Part-A Box Culvert)

Plain cement concrete 1:3:6 with crushed stone nominal mix in foundation aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curring for 14 days. Including All material T&P, Labour cess etc But Excluding cost of GST (Part-A Box Culvert)

RCC Grade M30 using batching plant transit mixer & manual placing as per MORTH SI. No. 12.9 Case-II and specification No.1500, 1700, 2100 Including All material T&P, Labour cess etc But Excluding cost of GST (Part-A Box Culvert)

Providing weep holes in Brick work /plain /reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe extended through the full width of structure with slope of 1V:20H towards drawing foce. Complete as per drawing and technical specifications No. 2706 & 2200 Including All material T&P, Labour cess etc But Excluding cost of GST (Part-A Box Culvert)

Providing and laying Pitching on slopes laid including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. As per MORTH Sr.No. 15.4 and Specification No. 2504 Including All material T&P, Labour cess etc But Excluding cost of GST (Part-A Box Culvert)

Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead : Thickness above 40 mm up to 75 mm As Per DSR No 15.40.2

Packing with brick bats on back side of abutment of wing wall

Dewatering for foundation & plingth including all T&P fuel etc complete

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. Complete as per MORTH spacification NO. 803. Edge Line Marking

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender. 30x90cm (Left/Right) Object Hazard (For Culvert in Bridges)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender. 90cm high Octangon (On Village link roads- for Stop Sign Caution Board)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender. 90Cm equilateral trangle with diffinitation plate seize 20x60cm. (On Village link roads- for Rumble Strip sign board)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender. 90Cm equilateral trangle with diffinitation plate seize 20x60cm. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST). (On Village link roads- for T Junction sign 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 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 (Place Indication sign board)

Crash Barrier - Providing and erecting "W" metal beam crash barrier (A-Type) comprising of 3mm thick corrugated sheet metal beam rail 70cm above road/ground level, fixed on ISMC series channel vertical post. 150x75x5 mm spaced 2mtr. Centre 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be gaivanized by hot deep process, all fittings to confirm to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm, 330mm long complete as per clause 810 and also including fixing in cement concrete 1:2:4 (1 cement, 2 core sand and 20mm nominal size grit) including of all material labour T/P etc. RCC foundation of size 0.35x0.35cm & 1100 deep and also including all taxes and excluding cartage at site as per direction of engineer in charge. Supply & fixing of crash barrier at approaches of the bridge constructed on Bridge Portion

TRAFFIC SIGNS - MAXIMUM SPEED LIMIT :- Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing

TRAFFIC SIGNS - SINGLE CHEVRON (NORMAL) :- Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing

Thermoplastic Transverse Bar (Repeated Bar)- P/L hot applied thermoplastic compund 5 mm thick, 300 wide and 600mm gape including reflectionsing glass beads @ 500gms per sqm area, thickness of 5mm is exclusive of suraface applied glass beads as per IRC:35 the finished surface to be level, uniform and free from streak and holes. (Transverse Bar/ Repeated Bar).

6M Span over head Cantilever Structure with 300 dia M S one vertical post 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 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. RCC withand 1:2:4 cement coarse sand and 20 mm stone grit 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 2010 complete in all respect The Rates shall include cost of design 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 Signs (Type -XI Sheet). Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, almunium composite panel (ACP) as base board, micro prismatic retro-reflective sheet and electro cut coloured overlay film/ latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one Sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5mm thick skin of aluminium on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-XI of ASTM: D 4956-09 shall be pressure fixed.The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge.

PART A 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 Work, Drain work, Road Sefty etc. (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 Work, Drain work, Road Sefty etc. (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 Work, Drain work, Road Sefty etc. (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 Work, Drain work, Road Sefty etc. (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 Work, Drain work, Road Sefty etc. (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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