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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.5 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹25.2 L+₹1.7 L (7.15%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹25.4 L+₹1.9 L (7.87%)Admitted-Finance 1073 214 MATTA ROAD HIDYAL KISHTWAR KISHTWAR JAMMU KASHMIR 182204 | KISHTWAR | JAMMU AND KASHMIR | 182204 | L3 | Admitted-Finance | ||
| 4 | L4₹26.0 L+₹2.5 L (10.5%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹26.5 L+₹3.0 L (12.7%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹37.9 L
EMD Value
₹75,820
Closing Date
1 Jul 2026, 4:00 pmClosed
Er Gurjeet singh
XEN PADDAR
REFER TO BOQ
2026_PWDJK_312084_2
e-NIT No. 10 of 2026-27 Dated 10-06-2026
Open Tender
Civil Works
Percentage
60 days
paddar
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD Division Paddar
₹75,820
8 Jul 2026
10 Jun 2026
2 Jul 2026
10 Jun 2026
1 Jul 2026
10 Jun 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 manual means 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: All kinds of soil : | 334.47 | cum | 479.3 | ₹1,60,311.47 |
| 2 | Hand Packed Stone filling including cost of stone | 88.63 | cum | 937.9 | ₹83,126.08 |
| 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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 41.81 | cum | 4,826.5 | ₹2,01,795.97 |
| 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) | 187.3 | cum | 5,733.6 | ₹10,73,903.28 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 441.64 | sqm | 286.35 | ₹1,26,463.61 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, pillars, piers, abutments, posts and struts. | 3.9 | sqm | 742.55 | ₹2,895.94 |
| 7 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | - | KG | 120.8 | - |
| 8 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per meter cost of total length of barbed wire used. With G.I. barbed wire | 2,518.29 | RMT | 19.85 | ₹49,988.06 |
| 9 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in charge. Made of G.I. wire of dia 4 mm | 657.99 | sqm | 809.9 | ₹5,32,906.1 |
| 10 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 meter openable length ( total length 90m), having 50 nos rounds per 6 meter length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T.
reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ meter (cost of M.S. angle, C.C. blocks shall be paid separately) | 359.76 | mtr | 305.8 | ₹1,10,014.61 |
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