Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.5 LAccepted-Finance | ₹60.5 L | L1 | Accepted-Finance Accepted L1 |
| 2 | L2₹63.3 LRejected-Finance | ₹63.3 L | L2 | Rejected-Finance L2 |
| 3 | L3₹67.2 LRejected-Finance NA | ₹67.2 L | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non-Reponsive |
Tender Value
₹64.0 L
EMD Value
₹1.3 L
Closing Date
20 May 2026, 5:00 pmClosed
Executive Engineer PMGSY Division Jammu
Executive Engineer PMGSY Division Jammu
Permanent Restoration of Gurgani to Dhoon road damaged during the heavy rainfalls of August-September 2025 under SASCI 2025-26, Package No. JK05-95, Block Samba, District Samba
2026_JKRRD_147635_1
e-NIT No.EE/PMGSY/J/11 of 2026-27 Dated.13.05.2026
Open Tender
Civil Works - Roads
30 days
Jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,600
₹1.3 L
Executive Engineer PMGSY Division Jammu
10 Jun 2026
14 May 2026
21 May 2026
14 May 2026
20 May 2026
14 May 2026
15 May 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 | demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge:15.2.1 1:3:6 or richer mix (i/c equivalent design mix) | 19.6 | Cum | 1,725.2 | ₹33,813.92 |
| 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 : | 387.88 | Cum | 256.85 | ₹99,626.98 |
| 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 38.97 | Cum | 5,202.9 | ₹2,02,757.01 |
| 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) | 313.75 | Cum | 5,733.6 | ₹17,98,917 |
| 5 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 38 | Sqm | 416.5 | ₹15,827 |
| 6 | Supply and packing of stone boulder in GI wire crates apron complete as per design and technical specifications and including cost of wire | 380.16 | Cum | 1,765.59 | ₹6,71,206.69 |
| 7 | Providing and laying non-pressure of specified class NP3 pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete. 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) | 15 | rmt | 4,653.3 | ₹69,799.5 |
| 8 | Back filling behind R/wall Abutment wing wall Return wall as per drawing & technical specification. (with 50%Dumping stone including cost of stones in Horizontal on level and 50%Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc complete) | 217.62 | Cum | 578.15 | ₹1,25,817 |
| 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 5.1.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 19.6 | Cum | 7,788.4 | ₹1,52,652.64 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,960 | kg | 123.2 | ₹2,41,472 |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 1.64 MB
BOQ_230415.xls
BOQ • 0.26 MB
Download all tender documents and submit your bid