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Tender Value
₹6.3 L
EMD Value
₹6,000
Closing Date
2 Sept 2026, 5:00 pm7d left
Lalit Nanda
Executive Engineer, Hisar
Construction of Shed for Govt. Vehicles at State Crime Branch at Hisar.
2026_HBC_543003_1
2026B4E988F4 2B6B 460B AD83 20120AF0222857HHC
Open Tender
Civil Works
Works
90 days
Hisar
2 documents required · 2 mandatory
₹1,180
₹6,000
Yes
25 Aug 2026
25 Aug 2026
3 Sept 2026
25 Aug 2026
2 Sept 2026
25 Aug 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 | [11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate] | 0.8 | Sqm | 31 | ₹24.77 |
| 2 | [13.30.1]Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1. Hot finished welded type tubes [Through Rate] | - | Kg. | 105 | - |
| 3 | [13.32]Providing and fixing bolts including nuts and washers complete. [Through Rate] | 1 | Kg. | 80 | ₹79.92 |
| 4 | [17.5.1]Compacting Original Ground 1. Compacting original ground below road crust
Loosening of the ground up to a level of 500 mm below the road crust, watered, graded and compacted at OMC in layers to meet requirement of table 300-2 for embankment construction as per technical clause 305 of MORT&H specifications [Through Rate] | - | cum | 53 | - |
| 5 | [17.5.2]Compacting Original Ground 2. Compacting original ground below embankment
Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORTH specifications [Through Rate] | - | cum | 21 | - |
| 6 | [17.5.3]Compacting Original Ground 3. Compaction of Earthwork
Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate] | 0.6 | Sqm | 7 | ₹4.19 |
| 7 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate] | 0.6 | Sqm | 655 | ₹392.34 |
| 8 | [2.RM079] RM079. Earth Cost or compensation for earth taken from private land [Rate] | - | cum | 18 | - |
| 9 | [26.58.2]Supply and installation of garden bench 2. Rectangular garden bench with h-shaped sides made of reinforced concrete (M30), thickness 100 mm, back height 750 mm, base width 450 mm. Back and seat shall consist of rectangular reinforced concrete planks 1500 mm x 350 mm x 50 mm. Seating height of the bench shall be 450 mm. The bench shall be fixed with nuts on concrete mount, all holes sealed after assembly and installation. All materials required to be as per BIS specifications. [Through Rate] | - | Each | 3,596 | - |
| 10 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | - | cum | 83 | - |
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