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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.8 LAdmitted-Finance | -15.00% | ₹8.8 L | L1 | Admitted-Finance |
| 2 | L2₹10.3 LAdmitted-Finance | -0.50% | ₹10.3 L | L2 | Admitted-Finance |
| 3 | L3₹10.4 LAdmitted-Finance | -0.21% | ₹10.4 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical unsatisfactory |
Updated dates
Tender Value
₹10.4 L
EMD Value
₹31,200
Closing Date
21 Apr 2026, 4:00 pmClosed
EXECUTIVE ENGINEER PMGSY DIVISION KATHUA
pmgsy division kathua
Permanent Restoration L021 T01 Km10th to Rattanpur
2026_JKRRD_147248_9
EE/PMGSY/KUA03of2026-27 DATED10.04.2026
Open Tender
CIVIL
60 days
Permanent Restoration L021 T01 Km10th to Rattanpu
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
EXECUTIVE ENGINEER PMGSY DIVBISION KATHUA
₹31,200
Yes
pmgsy division kathua
6 May 2026
11 Apr 2026
22 Apr 2026
11 Apr 2026
21 Apr 2026
11 Apr 2026
11 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 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 in all kinds of soil | 63.36 | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 2 | Supplying and packing of stone boulder in 4mm dia GI wire crates (100mm x100mm) mesh complete as per technical specifications and directions of engineer in charge including cost of wire crates | 293.76 | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 3 | Backfilling behind abutments, wing walls and return walls with stone boulders as per drawing and technical specifications( Available material) | 98.87 | Cum | - | - | BI01010001010000000000000515BI0100001121 |
| 4 | Providing, laying, spreading and compacting graded stone aggregate (size
range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification
including premixing the material with water at OMC in mechanical mix
plant, 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 8
to 10 tonne capacity to achieve the desired density, complete as per
specifications and directions of Engineer-in-Charge. | 50 | cum | 1,885.95 | ₹94,297.5 | BI01010001010000000000000515BI0100001122 |
| 5 | 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 | 750 | SQM | 56.1 | ₹42,075 | BI01010001010000000000000515BI0100001123 |
| 6 | 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. | 750 | SQM | 221.35 | ₹1,66,012.5 | BI01010001010000000000000515BI0100001124 |
| 7 | Seal Coat 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-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 | 750 | SQM | 102.85 | ₹77,137.5 | BI01010001010000000000000515BI0100001125 |
| 8 | 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) | 21.45 | cum | 350 | ₹7,507.5 | BI01010001010000000000000515BI0100001126 |
| 9 | Carriage of stone boulders by M.T. from source to site of work incl. loading/unloading complete. For an avg lead of 12km | 293.76 | cum | 328.31 | ₹96,444.35 | BI01010001010000000000000515BI0100001127 |
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