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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.1 LAccepted-AOC R O VILLAGE KADWA TEHSIL BASANTGARH | ₹33.1 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹34.5 L+₹1.5 L (4.40%)Rejected-Finance R O VILLAGE DHALPAR TEHSIL DISTT UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹34.5 L+₹1.5 L (4.40%) | L2 | Rejected-Finance L3 BIDDER |
| 3 | L3₹37.6 L+₹4.5 L (13.7%)Rejected-Finance THALL LOHAI TESHIL MALHAR | ₹37.6 L+₹4.5 L (13.7%) | L3 | Rejected-Finance L2 BIDDER |
Tender Value
₹36.8 L
EMD Value
₹73,600
Closing Date
15 May 2026, 2:00 pmClosed
Executive Engineer PMGSY Division Ramnagar
Executive Engineer PMGSY Division Ramnagar
Permanent Restoration of road from L041-Punara Lower to Kadwa Bhattian JK14436 Under SASCI Block Dudu
2026_JKRRD_147532_16
PMGSY/Div/Rgr/53 of 2026-27 Dated 08-05-2026
Open Tender
Civil Works - Roads
Percentage
60 days
Sub Division Dudu
Please see tender document
3 documents required · 3 mandatory
₹1,100
₹73,600
8 Jun 2026
9 May 2026
16 May 2026
9 May 2026
15 May 2026
9 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 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth with all lead and lift, as directed by Engineer-in-Charge. All kinds of soil = 80% , Ordinary Rock= 20% | 993.07 | Cum | 228.4 | ₹2,26,817.19 |
| 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 42.3 | Cum | 5,673.4 | ₹2,39,984.82 |
| 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 105.23 | Cum | 6,591.25 | ₹6,93,597.24 |
| 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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) | 1.92 | Cum | 7,275.25 | ₹13,968.48 |
| 5 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) | 248.45 | Cum | 5,402.9 | ₹13,42,350.51 |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. | 222.45 | Cum | 3,262.1 | ₹7,25,654.14 |
| 7 | Dumping of stones including cost of stones in horizontal or level | 81.13 | Cum | 937.9 | ₹76,091.83 |
| 8 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. | 17.28 | Cum | 3,093.3 | ₹53,452.22 |
| 9 | Providing and laying non-pressure of specified class R.C.C. 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. 20.6.1 Non-pressure NP-3 class (Medium duty) R.C.C. pipes ,1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) | 15 | Rmt | 4,653.3 | ₹69,799.5 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete | 274.4 | Sqm | 286.35 | ₹78,574.44 |
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