Tender For Construction Of Concrete Road At Gobindapur From Near Shop Of Asan Molla Towards Bara Masjid (Sansad No - Vii, Mouza No - 113, Patharghata ),Under Patharghata-1 Gram Panchayat, Under Tehatta-1 Block In The Districtnadia, Under 15Th Fc ( Untied , patharghata-West Bengal

Construction Of Concrete Road At Gobindapur From Near Shop Of Asan Molla Towards Bara Masjid ( Sansad No - Vii, Mouza No - 113, Patharghata ) , Under Patharghata-1 Gram Panchayat, Under Tehatta-1 Block In The District Nadia, Under 15Th Fc ( Untied ) , Construction Of Sub Base Using Local Materials, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Including Screening The Metal As Necessary, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Lighting, Guarding And Barricading Including Cost And Carriage Of All Materials And Making Necessary Earthen Bundh Of One Metre Wide On Each Side To Protect The Edges Complete As Per Clause 401 Of Specifications For Road & Bridge Works Of Mort&H ( 5Th Revision ) . ( I ) For Construction Of Sub Base By Compacting 1St Class Brick Aggregates ( 40 Mm Down ) And Sand ( In Proportion Of 60:40 ) . , Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With Cement Content As Per Irc: 15-2011, Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batch Mix Plant / Rmc And Appropriate Weigh Batcher Using Approved Mix Design ( As Per Irc:44 2008 ) , Laid In Approved Fixed Side Formwork ( Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing, Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Polysulphide Sealant, Dowel Bars, Near Approaches To Bridge / Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Using Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 For Rural Roads Of Mord. , Supplying And Laying Polythene Sheet ( 150Gm / Sq.M. ) Over Damp Proof Course Or Below Flooring Or Roof Terracing Or In Foundation Or In Foundation Trenches. , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 For Rural Roads Of Mord. ( Mode Of Measurement: Pre Works And Post Works ) , Supply Fitting And Fixing Sign. Board Marble ( 18X12 ) With Brick Work……...As Per Direction.

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	01-Feb-2023	Corrigenda	Date	02-02-2023

INR 1500 /-

INR 9483.0 /-

INR 4.74 Lakhs /-

Name of Work: Construction of Concrete road at Gobindapur from near shop of Asan Molla towards Bara Masjid (Sansad No - VII, Mouza No - 113, Patharghata ),under Patharghata-1 Gram Panchayat, Under Tehatta-1 Block in the districtNadia, under 15th FC ( Untied ) fund.( Rate as per SOR, PWD wef. 01.11.2017, considering GST @18% and Labour Welfare Cess 1% )

Sl. No.	Item Description
1	Construction of Sub Base using Local Materials,spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40).
2	Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with cement content as per IRC: 15-2011, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant / RMC and appropriate weigh batcher using approved mix design (as per IRC:44 2008), laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, polysulphide sealant, dowel bars, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 for Rural Roads of MORD.
3	Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
4	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
5	Supply fitting and fixing Sign. Board Marble (18"x12") with brick work……...as per direction.