Rural Development And Panchayat Raj Department Tender

Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting byPower roller to achieve the required Proctor density at 100% compaction

Providing and laying TACK COAT over BT surface using 3 Kg of RS-1 Bitumen Emulsion/ 10 sq.m for preparatory toanother bituminous construction over it,including cost of material, labour charges,rentals for machinery,fuel and all otherincidental charges etc complete.includinglabour for spraying, hire charges forbitumen sprayer etc. Comp.

BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying BituminousConcrete to 25/30/40mm thick using 0.13cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and belowwith 46.28kgs of VG30 bitumen and4.02Kgs of Waste Plastic (6%) forpremixing per 10sqm including cost andconveyance of all materials to CMP site,heating the bitumen and aggregate torequired temperature and mixing them inrequired temperature in central hot mixplant 20-30 ton capacity, conveying themix by tipper trucks to paver site,spreading the mix to uniform thickness of 40mm with mechanical paver to thespecified grades and cross sections andconsolidated by 8-10 tonne Vibratory tothe required density etc., including labourfor attending to paver to site etc.,including hire charges and fuel chargesfor 20-30 t CMP with bitumen boiler,tipper trucks, Paver Finisher, Vibratoryroller and all other tools and plantrequired, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507of MORTH Rev-5

Providing and laying of hot appliedThermoplastic compound 2.5 mm thickincluding reflectorising glass beads @250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glassbeads as per IRC:35. The finished surfaceto be level, uniform and free from streaksand holes etc., complete as per MoRT&Hspecification No.803

Provision for Hectometer Stone

Providing and erecting of Retro -Reflectorised Cautionary, Mandatory andInformatory signs (without definitionboard) made out of High IntensityPrismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 andASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixedover a back supporting frame of 25mm x25mmx3mm Mild Steel angle andsupported on a mild steel angle post 75X75X6mm with a clear height of notless than 2.10m from the ground level tothe bottom of the sign board and 0.60mbelow ground level. The sign post shouldbe painted as per IRC 67-2012 and firmlyfixed to the ground by means of properlydesigned foundation with M15 gradecement concrete 45cmX45cmX60cm sizeincluding cost and conveyance of allmaterials, equipment, Machinery and labour with all leads and lifts, loadingcharges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist ofminimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for fieldperformance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 . ( as per MoRT&H Specification No.801) 90 cmoctagon

Sub Estimate - Construction of Deck Slab Culvert 3.0m Span @ Ch. 275m

Earth work excavation and depositing onbank with in initial lead of 10 m andinitial lift of 2m in hard stiff clay, stiffblack cotton soil, hard red earth, earthmixed with small sized boulders and hardgravelly soil as per SS 20B

Cement concrete 1:4:8 mix using 40mmISS metal including cost and conveyanceof all materials to site and all labourcharges for mixing, laying and curing etccomplete for bed blocks for 10 cum

Supplying and erecting centering shuttering including necessary supports forplane surface in foundation and basement and in all floors for R C C columnfooting column plinth beam, beams, roof slabs, staircase steps, bed blocks, criticalpier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, weldedwith mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak(country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre tocentre and supported by casurina props of 10cm to 13cm dia spaced at 75cmcentre to centre complete complying with standard specifications and as directedby departmental officers including conveyance of all materials to site and propercentering etc complete. (ABOVE GROUND LEVEL)

For Shuttering - Below Sill Level

For Shuttering - Above Sill Level

For Deck Slab Centering

Cement concrete 1:3:6 mix using 40mmISS metal including cost and conveyanceof all materials to site and all labourcharges for mixing, laying and curing etccomplete for bed blocks for 10 cum

Reinforced cement concrete 1:1.5:3 mixusing 20mm ISS metal including cost andconveyance of all materials to site and alllabour charges for mixing, laying, andcuring etc complete for 10 cum

Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works

Cement concrete 1:2:4 mix using 20mmISS metal including cost and conveyanceof all materials to site and all labourcharges for mixing, laying and curing etccomplete for bed blocks for 10 cum

Providing and fixing weepholes of 100mm dia. PVC pipes of required lengths including cost and conveyance of allmaterials to work site, cost and labour etc complete

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Collection and supply of sand and fillingin to the basement including cost and conveyance to the siteand all labourcharges for filling as per standard speecifications

Strengthening & Black Topping to the PUNNAIAHPURAM VADAKKU PILLAIYAR KOVIL TO VADAKKU INDIRA COLONY ROAD KM 0/000- 0/875 in Punnaiyapuram Panchayat (VPR - R-80) in Kadayanallur Panchayat Union

Clearing the Scrub jungle including all labour charges for burrying and burning etc.,

Picking 5 cm to 10 cm old metalledsurface and sectioning - 1 sq.m

Earth work excavation and depositing onbank within initial lead and lift in hardgravelly soil for Cutting side drain etc,complete. as per SS20 A

Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting byPower roller to achieve the required Proctor density at 100% compaction

Providing and laying spreading and compacting graded stone aggregate toWet Mix Macadam(WMM) specificationincluding premixing the material withwater at OMC in machanical mix plantcarriage of mixed material by tipper tosite laying in uniform layers 250mm thick with pavers in SubBase/Base course onwell prepared surface and compactingwith vibratory roller to achieve thedesired density including cost ofmaterial,labour charges, rentals formachinery, fuel and all other incidentalcharges etc., complete

Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg ofEmulsion Bitumen (SS1) per 10 sqm forpreparatory to another bituminousconstruction over it, including cost ofmaterial, labour charges, rentals formachinery, fuel and all other incidentalcharges etc., complete as per Clause 502of MORTH Rev-5

Providing and laying Tack Coat overWBM/ WMM surface (treated withprimer) using 2.50 Kg of BitumenEmulsion (RS1) per 10 sqm forpreparatory to another bituminousconstruction over it including cost ofmaterial, labour charges, rentals formachinery, fuel and all other incidentalcharges etc., complete as per Clause 503of MORTH Rev-5

BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying BituminousConcrete to 25/30/40mm thick using 0.13cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and belowwith 46.28kgs of VG30 bitumen and4.02Kgs of Waste Plastic (6%) forpremixing per 10sqm including cost andconveyance of all materials to CMP site,heating the bitumen and aggregate torequired temperature and mixing them inrequired temperature in central hot mixplant 20-30 ton capacity, conveying themix by tipper trucks to paver site,spreading the mix to uniform thickness of40mm with mechanical paver to thespecified grades and cross sections andconsolidated by 8-10 tonne Vibratory tothe required density etc., including labourfor attending to paver to site etc.,including hire charges and fuel chargesfor 20-30 t CMP with bitumen boiler,tipper trucks, Paver Finisher, Vibratoryroller and all other tools and plantrequired, including fuel and all otherincidental charges etc., complete as perspecification using CMP as per clause 507of MORTH Rev-5

Providing and laying of hot applied Thermoplastic compound 2.5 mm thickincluding reflectorising glass beads @250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glassbeads as per IRC:35. The finished surfaceto be level, uniform and free from streaksand holes etc., complete as per MoRT&H specification No.803

Provision for Hectometer Stone

Provision for Kilometer stone

Providing and erecting of Retro -Reflectorised Cautionary, Mandatory andInformatory signs (without definitionboard) made out of High IntensityPrismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 andASTM D 4956 –09, specification and fixedover 2mm thick Aluminium sheet fixedover a back supporting frame of 25mm x25mmx3mm Mild Steel angle andsupported on a mild steel angle post75X75X6mm with a clear height of notless than 2.10m from the ground level tothe bottom of the sign board and 0.60mbelow ground level. The sign post shouldbe painted as per IRC 67-2012 and firmlyfixed to the ground by means of properlydesigned foundation with M15 gradecement concrete 45cmX45cmX60cm sizeincluding cost and conveyance of allmaterials, equipment, Machinery andlabour with all leads and lifts, loadingcharges necessary for satisfactorycompletion of the work as directed bythe engineer-in-charge. High intensityRetro - Reflectro sheet shall consist ofminimum coefficient of Retro-reflectionas per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be coveredunder 7 year warranty issued for fieldperformance and a certified copy of threeyears outdoor exposure report shall beobtained as per IRC 67:2012 . ( as per MoRT&H Specification No.801) 90 cmoctagon

Sub Estimate - Construction of Retaining Wall @ KM[0/630-0/670] RHS

Earth work excavation and depositing on bank with in initial lead of 10 m ainitial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, eartwith small sized boulders and hard gravelly soil as per SS 20B

Cement concrete 1:4:8 mix using 40mmISS metal including cost and conveyanceof all materials to site and all labourcharges for mixing, laying and curing etccomplete for bed blocks for 10 cum

Supplying and erecting centering shuttering including necessary supports plane surface in foundation and basement and in all floors for R C C columfooting column plinth beam, beams, roof slabs, staircase steps, bed blockspier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, with mild steel angles of size 25mmx25mmx3mm for boarding laid over si(country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm cencentre and supported by casurina props of 10cm to 13cm dia spaced at 75centre to centre complete complying with standard specifications and as dby departmental officers including conveyance of all materials to site and centering etc complete. (BELOW GROUND LEVEL)

Cement concrete 1:3:6 mix using 40mmISS metal including cost and conveyanceof all materials to site and all labourcharges for mixing, laying and curing etc complete for bed blocks for 10 cum

Collection and supply of sand and filling in to the basement including cost and conveyance to the site and all labourcharges for filling as per standard speecifications

Providing and fixing weep holes of 100mm dia. PVC pipes of required lengthsincluding cost and conveyance of allmaterials to work site, cost and labour etccomplete

Providing and fixing 20 mm thick compressible fibre board in expansion jointcomplete as per drawing and technical specifications

Sub Estimate - Providing Cement Concrete Road at @ KM[0/0-0/280] & Causeway (538-605m)

Supplying and erecting centeringshuttering including necessary supportsfor plane surface in foundation andbasement and in all floors for R C Ccolumn footing column plinth beam,beams, roof slabs, staircase steps, bedblocks, critical pier etc using mild steelsheets of size 90 x 60 cm and 10 guagestiffened, welded with mild steel anglesof size 25mmx25mmx3mm for boardinglaid over silver oak (country wood)scantlings of size 10cm x 6.5cm spaced ofabout 90cm centre to centre andsupported by casurina props of 10cm to13cm dia spaced at 75cm centre tocentre complete complying with standardspecifications and as directed bydepartmental officers includingconveyance of all materials to site andproper centering etc complete. (BELOWGROUND LEVEL)

Construction of un-reinforeced, dowel jointed at expansion and constructionjoint only, plain cement concretepavement, thickness as per design, over aprepared sub base, with 43 grade cementor any other type as per clause 1501.2.2.M30 (Grade), coarse and fine aggregaesconforming to IS:383, maximum size ofcoarse aggregate not exceeding 25mm,mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weighbatcher using approved mix design, lainin approved fixed side form work (steelchannel, laying and fixing of 25 micronthick polythene film, wedges, steel platesincluding levelling the formwork a sperdrawing), spreading the concrete withsholves, rakes, compacted using needle,screed and plate vibrators and finished incontinous operation including includingprovsion of contraction and expansion,construction joints, applying debondingstrips, primer, sealant, dowel bars, nearapproaches to bridge/culvert andconstruciton joints, admixtures asapproved, curing of concrete slabs for14-days, using curing compound (wherespecified) and water finishing to lines andgrade as per drawing and technicalSpecification Clause 1501.

Providing and fixing Tar Paper includinglabour etc complete.

GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)