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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹95.9 LAdmitted-Finance OFFICE TIKRI UDHAMPUR DISTRICT UDHAMPUR J K | TIKRI | UDHAMPUR | JAMMU AND KASHMIR | L1 | Admitted-Finance | ||
| 2 | L2₹96.9 L+₹1.0 L (1.06%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹1.0 Cr+₹7.9 L (8.23%)Admitted-Finance VILLAGE POUNTHAL P O SURINSAR TEHSIL AND DISTRICT JAMMU | JAMMU | JAMMU | JAMMU AND KASHMIR | L3 | Admitted-Finance | ||
| 4 | L4₹1.1 Cr+₹14.0 L (14.6%)Admitted-Finance BAISHTY CHENANI UDHAMPUR J K | CHENANI | UDHAMPUR | JAMMU AND KASHMIR | L4 | Admitted-Finance | ||
| 5 | L5₹1.1 Cr+₹18.5 L (19.3%)Admitted-Finance 0 SRITOLA FATEHPUR GAURICHAK SAMPATCHAK PATNA BIHAR 803206 PATNA BIHAR 803206 | 803206 | L5 | Admitted-Finance |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
30 Oct 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
PMGSY Division Udhampur
PMGSY DIVISION UDHAMPUR- I UDHAMPUR
Permanent Restoration on road from Trilla to Pipal JK14 657 Nallah Gouran to Murara Devi JK14 618
2026_JKRRD_149883_2
e-nit 77 Permanent Restoration
Open Tender
Civil Works - Roads
Percentage
90 days
PMGSY Division Ghordi
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
₹2.3 L
2 Nov 2026
23 Oct 2026
31 Oct 2026
23 Oct 2026
30 Oct 2026
23 Oct 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 | Part A :- Trilla to Pipal Pkg No.:- JK14-657, Length =9.250 Km. Block Ghordi,District Udhampur. 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 sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres in (All Kind of soils) | 892 | Cum | 256.85 | ₹2,29,110.2 |
| 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 : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 54.71 | Cum | 4,826.5 | ₹2,64,057.82 |
| 3 | Providing and laying damp-proof Course/Coping 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 372 | Sqm | 416.5 | ₹1,54,938 |
| 4 | 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)@ 20% plum using Nallah stone Size not over 160 mm thick | 354.38 | Cum | 4,774.46 | ₹16,91,973.13 |
| 5 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah | 58.82 | Cum | 5,402.9 | ₹3,17,798.58 |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth. Without Bond stone Nallah | 29.18 | Cum | 2,793.8 | ₹81,523.08 |
| 7 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS : 280 and IS : 4826 in 100mm x 100 mm mesh (woven Digonally ) including 10 per cent extra for laps and joints laids with stone boulders weighing not less than 25 Kg each as per drwaing and technical specification Clause 1301. | 656.64 | Cum | 1,707.72 | ₹11,21,357.26 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. | 1,350 | sqm | 286.35 | ₹3,86,572.5 |
| 9 | Dumping of Stone in Horizontal Level including cost of stone | 28.47 | Cum | 937.9 | ₹26,702.01 |
| 10 | Earth filling in foundation trenches as per drawing and technical specification excluding Rock | 113.88 | Cum | 218.4 | ₹24,871.39 |
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