Detailed Estimate for the Upgradation of Lanes in Vikas Colony Lower Roop nagar in Wno 59.

Select, At Par, Excess (+), Less (-) IOCL

Tender Inviting Authority: Executive Engineer Division III, JMC Jammu.

Name of work:- Detailed Estimate for the Upgradation of Lanes in Vikas Colony Lower Roop nagar in Wno 59. Amount: 39.99 lacs

eNIT NO JMC/Div-III/19 OF 2025-26

Name of the Bidder/ Bidding Firm / Company :

Sl. No. s Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes in Rs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words

1 Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) Cum 1725.2 Excess(+) Full Conversion INR INR Twenty Four Thousand Four Hundred & Ninety Seven and Paise Eighty Four Only

2 Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. Cum 2516.85 Excess(+) Full Conversion INR INR Eight Thousand Eight Hundred & Eight and Paise Ninety Eight Only

3 Removal of Mulba from bed of existing drain to make the site workable , engaging Sewermen No 553 Excess(+) Full Conversion INR INR Four Thousand Four Hundred & Twenty Four Only

4 Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil : Cum 479.3 Excess(+) Full Conversion INR INR Twenty Seven Thousand One Hundred & Twenty Eight and Paise Thirty Eight Only

5 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : sqm 91.75 Excess(+) Full Conversion INR INR Two Lakh Ten Thousand Nine Hundred & Ninety One and Paise Five Only

6 Removal of Excavated mulba, dismantled unserviceable material from the site of work by MT/Animal transport or other wise including loading /unloading complete job. Cum Excess(+) Full Conversion INR

7 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) Cum Excess(+) Full Conversion INR INR Forty One Thousand &Twenty Five and Paise Twenty Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

8 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: . All works upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Cum Excess(+) Full Conversion INR INR Two Lakh Eighty Three Thousand Eight Hundred & Thirteen and Paise Twenty Only

9 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum Excess(+) Full Conversion INR INR Fourteen Thousand Nine Hundred & Sixty Two and Paise Fourteen Only

10 Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) cum Excess(+) Full Conversion INR INR Forty Four Thousand Four Hundred & Seventy One and Paise Seventy Six Only

11 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars. Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg Excess(+) Full Conversion INR INR Sixty Three Thousand Three Hundred & Twenty Four and Paise Eighty Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

12 Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns Sqm 286.35 Excess(+) Full Conversion INR INR Forty Nine Thousand Eight Hundred & Twenty Four and Paise Ninety Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

13 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) Sqm 266.2 Excess(+) Full Conversion INR INR Forty Three Thousand Two Hundred & Eighty Four and Paise Twelve Only

14 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. kg Excess(+) Full Conversion INR INR One Lakh Forty Seven Thousand &Ninety Six Only

15 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 50 to 80 mm nominal bore no Excess(+) Full Conversion INR INR Seven Thousand Three Hundred & Two and Paise Fifty Only

16 Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 20 mm dia. nominal bore rm Excess(+) Full Conversion INR INR Six Thousand Eight Hundred & Thirty Seven Only

17 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density including supply and stacking graded & crushed stone aggregate of size 63 mm to 45 mm. cum 1972.3 Excess(+) Full Conversion INR

18 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. OnWBM @0.75 kg per sqm Sqm Excess(+) Full Conversion INR INR Three Lakh Forty One Thousand Nine Hundred & Fifty Four and Paise Twenty Four Only

19 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-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity cum 8734.85 Excess(+) Full Conversion INR INR Four Lakh One Thousand Eight Hundred & Three and Paise Ten Only

20 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 bittumin @0.50 kg per sqm Sqm Excess(+) Full Conversion INR INR Fifty Thousand Seven Hundred & Seventy Five and Paise Seventy Two Only

21 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-30 with no solvent. Sqm 268.15 Excess(+) Full Conversion INR INR Twelve Lakh Thirty Three Thousand Two Hundred & Eighty Eight and Paise Eighty Nine Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

22 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. Sqm Excess(+) Full Conversion INR INR Four Lakh Sixty Six Thousand Three Hundred & Sixty Three and Paise Ninety Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

23 Supply and carriage of single use plastic for incorporation into road construction as a potential solution to pastic waste and enchancing road durability. This invoves using recycled plastic , ofen mixed with bitumen and aggregates, to buit roads as per engineer in charge all complete job. kg Excess(+) Full Conversion INR INR Eleven Thousand Five Hundred & Seven and Paise Forty Only

24 Carriage of sand and Stone Agg. by Mech. Transport from source to site of work Including loading unloading and stacking 10 km Avg. Sand and Bajree. Cum Excess(+) Full Conversion INR INR Seventy Four Thousand Five Hundred & Thirty One and Paise Fifty Eight Only

25 Carriage of Stone Agg. Above 40 mm by Mech. Transport from source to site of work Including loading unloading and stacking 10 km Avg. Sand and Bajree. Cum Excess(+) Full Conversion INR INR Forty Seven Thousand Six Hundred & Thirty Eight and Paise Fifty One Only

Total in Figures INR Thirty Nine Lakh Ninety Eight Thousand Seven Hundred & Sixteen and Paise Fifty One Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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