Construction/Restoration of lanes by Black top along with Drains Middle school Keran to Upper Rajinder Nagar Phase 1st W No. 63

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

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

Name of work:-Construction/Restoration of lanes by Black top along with Drains Middle school Keran to Upper Rajinder Nagar Phase 1st W No. 63 Amount : 32.50 lacs

eNIT NO JMC/Div-III/ 18 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 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 Seven Hundred & Three and Paise Fifty Four Only

2 Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil : Cum 256.85 Excess(+) Full Conversion INR INR Thirty Four Thousand Six Hundred & Thirty Eight and Paise Seventy Nine Only

3 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

4 RBM filling including Ramming, Rolling and consolidation etc. (complete job). Cum Excess(+) Full Conversion INR INR Twenty Six Thousand Two Hundred & Ninety Four and Paise Forty Only

5 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 INR Fifty Five Thousand Two Hundred & Eighteen and Paise Eighty Only

6 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 One Lakh Fifty Thousand One Hundred & Four and Paise Fifteen Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

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: . 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 Four Lakh Seventy Eight Thousand Seven Hundred & Fifty Five and Paise Sixty Only

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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum Excess(+) Full Conversion INR INR Thirty Four Thousand Six Hundred & Four and Paise Six Only

9 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 Nine Thousand Six Hundred & Eighty Nine and Paise Ninety Nine Only

10 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 Two Thousand Eight Hundred & Thirty Two Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

11 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 One Lakh Seventy One Thousand Eight Hundred & Ten 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: Suspended floors, roofs, landings, balconies and access platforms. Sqm 718.2 Excess(+) Full Conversion INR INR Ten Thousand Seven Hundred & Seventy Three Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

13 Centering and shuttering including strutting, propping etc. and removal of form work for: Edges of slabs and breaks in floors and walls Under 20 cm wide Rm 262.2 Excess(+) Full Conversion INR INR Thirty Nine Thousand Three Hundred & Thirty Only

15 Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diametre rm Excess(+) Full Conversion INR INR One Thousand Four Hundred & Sixty Five and Paise Twenty Only

16 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

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 53 mm to 22.50 mm. cum 1972.3 Excess(+) Full Conversion INR INR One Lakh Ninety Six Thousand Four Hundred & Forty One and Paise Eight Only

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 Ninety Eight Thousand Seven Hundred & Thirty Six and Paise Eighty 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 Five Lakh Seventy Nine Thousand Nine Hundred & Ninety Four and Paise Four 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 Seventy Three Thousand Three Hundred & Five and Paise Sixty 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 Three Lakh Fifty Six Thousand One Hundred & Three and Paise Twenty 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 One Lakh Thirty Four Thousand Six Hundred & Fifty Nine and Paise Twenty 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 Three Thousand Three Hundred & Twenty Two and Paise Eighty 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 One Lakh Twenty One Thousand Nine Hundred & Twelve 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 Ninety Two Thousand &Forty Two and Paise Forty Six Only

Total in Figures INR Thirty Two Lakh Forty Nine Thousand Nine Hundred and Paise Seventy Six Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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