W/S Of Nigoh Godhana road (ODR) ke km 1 to 8(435) (Including 5 year Mainatanace)

Excavation for road work and Hume pipe culvert 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.)

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.)

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 60mm thick dense graded bituminous macadam (Grade-2) with higher capacity batch type HMP 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 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.)

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.)

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.)

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.)

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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 (Including all material, T&P, labour cess etc. but excluding G.S.T.) (Place Indication sign board)%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. (Including all material, T&P, labour cess etc. but excluding G.S.T.) öRetro 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. (Including all material, T&P, labour cess etc. but excluding G.S.T.)âPART 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 17.02.2024Ï1st 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)Ñ2nd 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)Ó3rd 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)Ò4th 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) Ó5th 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) No

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