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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.9 LAccepted-Finance | ₹26.9 L | L1 | Accepted-Finance satisfactory |
| 2 | L2₹27.4 L+₹57,318.44 (2.13%)Rejected-Finance | ₹27.4 L+₹57,318.44 (2.13%) | L2 | Rejected-Finance l2 |
| 3 | l3₹27.7 L+₹84,228.51 (3.13%)Rejected-Finance | ₹27.7 L+₹84,228.51 (3.13%) | l3 | Rejected-Finance l3 |
Tender Value
₹39.4 L
EMD Value
₹78,840
Closing Date
23 Jul 2026, 4:00 pmClosed
EXECUTIVE ENGINEER PMGSY DIVISION KATHUA
PMGSY DIVISION KATHUA
Providing and Laying of Renewal coat on road from L077 Hatli to Badoli Package no. JK07-248
2026_JKRRD_148654_1
EEPMGSYKUA10OF2026 27 10.07.2026
Open Tender
CIVIL
Percentage
90 days
Providing and Laying of Renewal coat on road from
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
₹78,840
PMGSY DIVISION KATHUA
10 Aug 2026
11 Jul 2026
24 Jul 2026
11 Jul 2026
23 Jul 2026
11 Jul 2026
13 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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( Ordinary Soil 80%, Ordinary Rock 20%) . | 10 | Cum | 304.18 | ₹3,041.8 |
| 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 1:5:10(1 cement : 5coarse sand : 10graded stone aggregate 40 mm nominal size) | 1.5 | Cum | 4,826.5 | ₹7,239.75 |
| 3 | 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) incl. all leads, lifts & carriage of material by MT/ H.L. | 13.5 | Cum | 5,733.6 | ₹77,403.6 |
| 4 | Centring and shuttering including strutting propping etc and removal of form work Foundations, footings, bases of columns etc. for mass concrete. | 18 | cum | 286.35 | ₹5,154.3 |
| 5 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specificationincluding premixing the material with water at OMC in mechanical mixplant, carriage of mixed material by tipper to site, for all leads & lifts,laying in uniform layers with mechanical paver finisher in sub- base / base
course on well prepared surface and compacting with vibratory roller of 8to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | 67.5 | CUM | 1,885.95 | ₹1,27,301.63 |
| 6 | Tack Coat Providing and applying tack coat using hot straight run bitumen of grade – VG-30, 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 | 6,294 | Cum | 56.1 | ₹3,53,093.4 |
| 7 | 2 cm premix carpet surfacing with 1.8cum and 0.90 cum of stone
chippings of 13.2 mm size and 11.2 size respectively, per 100 sqm and
52kg 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. | - | Cum | 221.35 | - |
| 8 | Seal Coat Providing and laying seal coat of premixed fine aggregate (passing2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 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 | - | Cum | 102.85 | - |
| 9 | Supplying and laying including digging, carrying by lorry, filling River Bed Material including watering & consolidation in layers to specified lines, camber, grades and cross sections. Finished work including material , labour all leads , lifts and carriage of material by MT/HL. ( for berm filling) | 156.28 | Cum | 450 | ₹70,326 |
| 10 | Carriage of sand for an Average lead of 14.0km | 6.93 | Cum | 331.4 | ₹2,296.6 |
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