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Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
1 Oct 2026, 6:00 pm4d left
Executive Engineer PWD(RandB) Div Khour
Executive Engineer PWD(RandB) Div Khour
Revival and Restoration of existing shed and allied works at Dori-Dager Temple, Block Kharah Balli, Akhnoor. (Under Capex Budget 2026-27) (2nd Call)
2026_PWDJK_326203_1
Fresh Short e-NIT No. 41 of 2026-2027/Khour Dated 26-09-2026
Open Tender
Civil Works
Percentage
45 days
KHOUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB) Div Khour
₹60,000
Executive Engineer PWD(RandB) Div Khour
26 Sept 2026
26 Sept 2026
3 Oct 2026
26 Sept 2026
1 Oct 2026
26 Sept 2026
29 Sept 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 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 : | 100.5 | cum. | 256.85 | ₹25,813.43 |
| 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 | 20.05 | cum. | 4,826.5 | ₹96,771.33 |
| 3 | Providing and laying in position cement concrete of specified grade including curing butexcluding 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) | 152 | cum. | 5,733.6 | ₹8,71,507.2 |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,
fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 107.52 | cum. | 7,564.8 | ₹8,13,367.3 |
| 5 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. | 14,040 | sqm | 24.12 | ₹3,38,644.8 |
| 6 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | 597.62 | kg | 127.3 | ₹76,077.03 |
| 7 | 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 | 620 | mtr | 19.85 | ₹12,307 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases for columns. | 522 | sqm | 286.35 | ₹1,49,474.7 |
| 9 | 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 | 183 | cum. | 1,885.95 | ₹3,45,128.85 |
| 10 | Supplying including filling,digging, carrying by lorry filling river bed material as per lines and cross sections. | 123 | cum. | 350 | ₹43,050 |
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