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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.5 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹19.5 L+₹97,516.51 (5.26%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹19.7 L+₹1.2 L (6.32%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | Rejected-Technical | - | Rejected-Technical DISQUALIFIED | ||
| 5 | Rejected-Technical | - | Rejected-Technical DISQUALIFIED |
Tender Value
₹19.5 L
EMD Value
₹39,000
Closing Date
28 Jan 2026, 6:00 pmClosed
Executive Engineer MCD-III Jammu
Executive Engineer MCD-III Jammu
Construction/Restoration of lanes by black top and drain at kailash vihar udheywala in ward no. 61
2026_HAUDD_300432_18
e-NITno.JMC/D-III/18 of 2025-26
Open Tender
Civil Works
Percentage
120 days
Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer MCD-III Jammu
₹39,000
12 Feb 2026
12 Jan 2026
29 Jan 2026
12 Jan 2026
28 Jan 2026
12 Jan 2026
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 and drain at kailash vihar udheywala in ward no. 61 Amount : 19.50 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 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 Eleven Thousand Five Hundred & Twenty Four and Paise Thirty 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 &Seventy Nine and Paise Nine Only
3 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 Fourteen Thousand Four Hundred & Fifty and Paise Ninety Only
4 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 Ninety Seven Thousand &Twenty Five and Paise Sixty Three 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 Fourteen Thousand Two Hundred & Fourteen and Paise Twenty 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 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 Ninety Eight Thousand Seven Hundred & Eighty Nine and Paise Ninety Three 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 Seven Thousand Four Hundred & Forty Eight and Paise Eleven 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 Twenty Three Thousand Three Hundred & Sixty Five and Paise Twenty 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 Twenty Nine Thousand Five Hundred & Sixty Eight 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 Thirty One Thousand One Hundred & Forty and Paise Fifty Six Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos
12 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 Sixteen Thousand Three Hundred & Forty Four Only
13 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) Sqm 266.2 Excess(+) Full Conversion INR INR Fifteen Thousand Nine Hundred & Seventy Two Only
14 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
15 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 Ninety Three Thousand Eight Hundred & Sixty One and Paise Seventy Six Only
16 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 One Lakh Fifty Seven Thousand Two Hundred & Fifty and Paise Twenty Five Only
17 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 Two Lakh Eighteen Thousand Three Hundred & Seventy One and Paise Twenty Five 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. On bittumin @0.50 kg per sqm Sqm Excess(+) Full Conversion INR INR Twenty Seven Thousand Six Hundred Only
19 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 Five Lakh Sixty Seven Thousand One Hundred & Thirty Seven and Paise Twenty Five Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos
20 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 Two Lakh Fourteen Thousand Four Hundred & Sixty One Only 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos
21 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 Five Thousand Two Hundred & Ninety One and Paise Seventy Only
22 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 Thirty Five Thousand Four Hundred & Thirty Eight and Paise Eight Only
23 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 Five Thousand One Hundred & One and Paise Eighty Four Only
Total in Figures INR Nineteen Lakh Fifty Thousand Three Hundred & Thirty and Paise Twenty Three Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos
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