Directorate Of Urban Local Bodies Tender
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Costs
EMD
₹ 1,93,000Document Cost
₹ 5,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2024_HRY_398198_1Bid Award Id
ViewTender No
20240D40A2FA 782D 4C16 91E7 7A75FEDC4EC7286ULBTender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://https://ulbharyana.gov.in/
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Documents
BOQ Items
[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.
4533.43
2969396
655
[17.8.1]Compaction 1. Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rolling
5951.07
285651
48
[17.8.2]Compaction 2. Extra for watering the earth/fly ash laid in 20 cm layers as per specifications
5951.07
160678
27
[17.8.3]Compaction 3. Extra for rolling to specifications
5951.07
160678
27
[21.53]Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar
1885
301600
160
[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth
5951.07
493938
83
[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth
29755.34
148776
5
[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth
29755.34
178532
6
[5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix)
22.5
25852
1149
[5.70]Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
22.5
1935
86
[6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
12.38
49222
3976
[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
12.38
30244
2443
[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
24.77
108343
4374
[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete
19.2
2995
156
[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform
43.2
8985
208
[6.34.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more.
2724.7
185279
68
[7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand)
573.44
2275409
3968
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