Directorate Of Urban Local Bodies Tender
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The DULB has issued a formal invitation for competitive bids for the Directorate Of Urban Local Bodies project, for Constrution Of Street From Sanjay Valmiki To Jagdish Balmiki In Ward No. 11 Mc Tohana in Fatehabad, Haryana, with an estimated contract value of Rs. 2,82,560. The bid opening date for this tender is 04-11-2024 and the last date for bid submission is 11-11-2024. Interested bidders for Directorate Of Urban Local Bodies tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Directorate Of Urban Local Bodies - DULB Tender
Opening Date4 Nov 2024
Closing Date11 Nov 2024
Tender Amount₹ 2,82,560
Costs
EMD
₹ 5,651Document Cost
₹ 500Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2024_HRY_408462_1Bid Award Id
ViewTender No
2024C8C775D3 180E 4552 8CBE 8C89B215F96A274ULBTender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://https://ulbharyana.gov.in/
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Documents
BOQ Items
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[11.11.2]12 mm cement plaster finished with a floating coat of neat cement of mix : 2. 1:4 (1 cement: 4 fine sand)
6.3
135
850.5
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[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil.
22.5
83
1867.5
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[17.22.1]Water Bound Macadam Gr I 1. Water Bound Macadam Grading I (without screenings for low volume roads (undesignated) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications
12
1038
12456
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[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)
22.5
3975
89437.5
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[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
13.98
3476
48594.48
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[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.
40
68
2720
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[6.58]Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints.
15
449
6735
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[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)
0.22
4433
975.4
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[9.57.3]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter
100
269
26900
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[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4
23
216
4968
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[17.23.1]Water Bound Macadam Grading - II 1. Water Bound Macadam (63mm to 45 mm) Grading I with screening Type “A” (13.2 mm aggregates) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications
12
1188
14256
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[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
1149
25852.5
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[10.17]Providing and laying polythene sheet under CC M-25 in road and parking complete in all respect
150
22
3300
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[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
150
7
1050
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