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Tender For 7202-2 Reconstruction Of Umri Kalan To Vilayat Nagar Road - 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 Requ, moradabad-Uttar Pradesh

Public Works Department has published Tender For 7202-2 Reconstruction Of Umri Kalan To Vilayat Nagar Road - 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 Requ. Submission Date for this Tender is 15-03-2025. Road Work Tenders in moradabad Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

48161879
Tender For 7202-2 Reconstruction Of Umri Kalan To Vilayat Nagar Road - 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 Requ
Open Tender
Indian
Uttar Pradesh
Moradabad
15-03-2025

Tender Documents

Tender Details

Tender For 7202-2 Reconstruction Of Umri Kalan To Vilayat Nagar Road - 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 including all labour, material, T&P etc complete but excluding GST. 2 Construction of sub grade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads transporting to sites, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1including all labour, material, T&P etc complete but excluding GST. 3 Providing, laying, spreading and compacting stone aggregates of specific sizes towater bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeld roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening / binding material to fill-up the interstics of coarse aggregate, watering and compacting to the required density.Grading 3 as per Technical Specification clause 405. including all labour, material, T&P etc complete but excluding GST. 4 Providing, laying, spreading and compacting of 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 with 1% OPC cement and 3.50% Emulsion in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. including all labour, material, T&P etc complete but excluding GST. 5 Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.25 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. including all labour, material, T&P etc complete but excluding GST. 6 Providing, laying and rolling of open-graded premix carpet (HMP) of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 Grade Bitumenbitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by Type B seal coat as per technical Specification Clause 508. including all labour, material, T&P etc complete but excluding GST. 7 Providing and laying seal coat by mechanical means (HMP) with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 including all labour, material, T&P etc complete but excluding GST. 8 Construction of un-reinforced plain cement concrete pavement, 15 cm thickness as per design over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 Grade coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side frame work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the framework as per drawing), spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continious operation including provision of contraction and expansion, construction joints by providing 12mm thick dura board at the specified spacing, applying debonding strips primer near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 but including cost of polythene sheet. including all labour, material, T&P etc complete but excluding GST. 9 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 rotavator at O.M.C. and compacting with smooth wheeld roller to achieve the desired density, complete as per Technical Specification clause 401. including all labour, material, T&P etc complete but excluding GST. 10 Supply and fixing of 80mm thick precast cement concrete I shape interlocking paver a with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of OP cement smooth high gloss finish skid resistant manufactured from rubber moulds through vibro compression mechanism the compressive strength of concrete paver block shall not be less than 30MPA (M-30) and weight 5 kg per no confirming to IS: 15658-2006 with 4 cm thick layer of fine sand including cost of material labour, T&P taxes etc. required for proper completion of the work as directed by Engineer in charge (As per SOR new item No. 5) including all labour, material, T&P etc complete but excluding GST. 11 Excavation in foundation in ordinary soil (loam clay and sand) including lift upto 1.50 M and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the side of foundation, including cost of material, labour,Royalty, T&P etc and other taxes but excluding GST. 12 Cement Concrete with 4 cm gauge with Stone Ballast coarse sand & Cement in proportion 8:4:1 in foundation proper completion of the work including cost of material, labour,Royalty, labour cess, T&P etc and other taxesbut excluding GST S.I. No. 281 13 R.C.C. Work with cement approved coarse sand and 2cm. gauge approved stone grit in proportion of 1:2:4 in lintels of doors, windows and sunshades excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. and supply of all meterials, labour and T&P etc. required for proper completion of work. Binding wire to be supplied by the contractor free of cost. Including making of drip coarse. including all labour, material, T&P etc complete but excluding GST. 14 Mild steel or TMT Bars(Fe-500D grade or higher) orHYSD Bars or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of all steel. including all labour, material, T&P etc complete but excluding GST.

Key Value

Document Fees
INR 2354 /-
EMD
INR 347000.0 /-
Tender Value
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