Tender For Balance Work Of Road From Missing Link Dhelari Bridge To Khaas Dhelari Via Dadian Bajar By Way Of Providing And Laying Of Wmb Gr Iiwbm Gr Iii 25Mm Thick Ogpc 04 Nos H P Culvert In Km 1St Rd 0 Km 2Nd Rd 1000 Under State Plan, rajouri-Jammu And Kashmir

Balance Work Of Road From Missing Link Dhelari Bridge To Khaas Dhelari Via Dadian Bajar By Way Of Providing And Laying Of Wmb Gr Iiwbm Gr Iii 25Mm Thick Ogpc 04 Nos H P Culvert In Km 1St Rd 0 Km 2Nd Rd 1000 Under State Plan , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering- All Work Upto Plinth Level.1:5:10 (1 Cement: 5 Coarse Sand :10 Graded Stone Aggregate 40Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth:Without Bond Stone , Hand-Packing Stones In Wire-Crates Including The Cost Of Stones & Excluding The Cost Of Crates.Complete Job Nsi , Consolidation Of Subgrade With Power Road Roller Of 8 To 12 Tonne Capacity Including Making Good The Undulations Etc. With Earth Or Quarry Spoils Etc. And Rerolling The Subgrade , Supplying And Stacking Of Graded Stone Aggregate At Site Of Size Range 63Mm To 45Mm .(Excluding Carriages) , Supplying And Stacking Of Graded Stone Aggregate At Site Of Size Range 53Mm To 22.4Mm .(Excluding Carriages) , Supplying And Stacking Of Stone Screenings/ Chippings At Site Excluding Carriage. 13.20 Mm Nominal Size) , Supplying And Stacking Of Stone Screenings/ Chippings At Site Excluding Carriage. 11.20 Mm Nominal Size) , Laying Water Bound Macadam With Specified Stone Aggregate Stone Screening, Sorting, Spreading To Template Andconsolidation With Power Road Roller Of 8 To 10 Tonne Capacity Etc. Complete.Base Course With 63Mm To 45Mm Size, Incl Stone Screening 13.2Mm Size. , Supplying And Stacking Of Good Earth At Site, Excluding Carriage . , Providing And Laying Non-Pressure Of Specified Class R.C.C. Pipes Including Collars/Spigot Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 (1 Cement: 2 Fine Sand) Including Testing Of Joints Etc.Complete. Non- Pressure Np-3 Class ( Medium Duty ) R.C.C. Pipes )1000 Mm Dia. R.C.C. Pipe (Laying By Manual/Mechanical Means)Complete Job , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade Vg-10, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications. On Bitumen Surface @ 0.50 Kg/Sqm , Providing And Laying Bituminous Macadam Using Crushed Stone Aggregates Of Specified Grading Premixed With Bituminous Binder, Transported To Site By Tippers, Laid Over A Previously Prepared Surface With Paver Finisher Equipped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers As Per Specifications To Achieve The Desired Compaction And Density, Complete As Per Specifications And Directions Of Engineer-In-Charge. 50 To 100 Mm Average Compacted Thickness With Bitumen Of Grade Vg-10 @ 3.5% (Percentage By Weight Of Total Mix) Prepared In Drum Type Hot Mix Plant Of 60-90 Tph Capacity. , 2.5 Cm Premix Carpet Surfacing With 2.25Cum And 1.12 Cum Of Stone Chippings Of 13.2 Mm And 11.2Mm Size Respectively Per 100 Sqm And 52 Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippings Of 13.2 Mm And 11.2 Mm Size Respectively Including A Tack Coat With Hot Straight Run Bitumen Including Consolidation With Road Roller Of 6 To 9 Tonne Capacity Etc. Complete (Tack Coat To Be Paid For Separately).With Paving Asphalt Grade Vg-10 Heated And Then Mixed With Solvent At The Rate Of 70 Grams Per Kg Of Asphalt. , Providing And Laying Seal Coat Of Premixed Fine Aggregate (Passing 2.36 Mm And Retained On 180 Micron Sieve) With Bitumen Using 128 Kg Of Bitumen Of Grade Vg-10 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface Including Rolling And Finishing With Road All Complete. , Carriage Of Material From Source To Site Of Work By Mechanical Transport Including Loading /Unloading And Stacking Complete. , Sand For An Average Distance Of 180 Kms By M.T , Stone Aggregate Below 40 Mm Nominal Size For Anaverage Distance 20 Kms By M.T , Stone For An Average Distance Of 10 Km By M.T , Stone Aggregate 63Mm To 45Mm` Size For An Average Distance Of 20 Kms By M.T , Stone Aggregate 53Mm To 22.4Mm` Size For An Average Distance Of 20 Kms By M.T , Stone Screening For An Average Distanceof 20 Kms By M.T , Good Earth For An Average Distance Of 1 Km By M.T

INR 1500 /-

INR 180520.0 /-

INR 90.26 Lakhs /-

Name of Work:Balance work of road from Missing link Dhelari Bridge to Khaas Dhelari via Dadian Bajar by way of providing and laying of WMB Gr -II,WBM Gr -III ,25mm thick OGPC ,04 Nos H.P culvert in Km 1st RD 0 - Km 2nd RD 1000

Sl. No.	Item Description
1	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:5:10 (1 cement: 5 coarse sand :10 graded stone aggregate 40mm nominal size)
2	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
3	Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone
4	Hand-packing stones in wire-crates including the cost of stones & excluding the cost of crates.Complete Job NSI
5	Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade
6	Supplying and stacking of graded stone aggregate at site of size range 63mm to 45mm .(excluding carriages)
7	Supplying and stacking of graded stone aggregate at site of size range 53mm to 22.4mm .(excluding carriages)
8	Supplying and stacking of stone screenings/ chippings at site excluding carriage. 13.20 mm nominal size)
9	Supplying and stacking of stone screenings/ chippings at site excluding carriage. 11.20 mm nominal size)
10	Laying water bound macadam with specified stone aggregate stone screening, sorting, spreading to template andconsolidation with power road roller of 8 to 10 tonne capacity etc. complete.Base course with 63mm to 45mm size, incl stone screening 13.2mm size.
11	Supplying and stacking of good earth at site, excluding carriage .
12	Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete. Non- pressure NP-3 Class ( Medium duty ) R.C.C. Pipes )1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)complete job
13	Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on bitumen surface @ 0.50 Kg/sqm
14	Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
15	2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
16	Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
17	Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete.
18	Sand for an average distance of 180 kms by M.T
19	Stone aggregate below 40 mm nominal size for anaverage distance 20 kms by M.T
20	Stone for an average distance of 10 Km by M.T
21	Stone aggregate 63mm to 45mm` size for an average distance of 20 kms by M.T
22	Stone aggregate 53mm to 22.4mm` size for an average distance of 20 kms by M.T
23	Stone screening for an average distanceof 20 kms by M.T
24	Good Earth for an average distance of 1 Km by M.T