Directorate Of Urban Local Bodies Tender

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Directorate Of Urban Local Bodies - DULB Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date18 Apr 2025
Closing Soon24 Apr 2025
Tender Amount₹ 25,27,833 
Notes
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Costs

  • EMD

    ₹ 25,278
  • Document Cost

    ₹ 2,500
  • Tender Fee

    ₹ 1,180

Summary

Construction Of Street From Shiv Mandir To Jain Mandir In Ward No. 13

Description

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BOQ Items

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HSR Item 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. HSR Rate(Rs.) 655.00 Through Rate

1938

655

1269390

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HSR Item 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) HSR Rate(Rs.) 3476.00 Through Rate

12.83

3476

44579.7

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HSR Item 13.29.2-Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works HSR Rate(Rs.) 83.00 Through Rate

360

83

29880

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HSR Item 3.1.2-By Mechanical Transport including loading, unloading and stacking 2. Earth HSR Rate(Rs.) 83.00 5km

386.4

83

32071.2

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HSR Item 3.1.2-By Mechanical Transport including loading, unloading and stacking 2. Earth HSR Rate(Rs.) 6.00 Beyond 5km up to 10km per KM

386.4

6

2318.4

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HSR Item 17.15.1-Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 1. Grading I material HSR Rate(Rs.) 911.00 Through Rate

370.8

911

337798.8

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HSR Item 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 HSR Rate(Rs.) 48.00 Through Rate

386.4

48

18547.2

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HSR Item 17.70-Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. HSR Rate(Rs.) 26.00 Through Rate

1550

26

40300

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HSR Item 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 HSR Rate(Rs.) 7.00 Through Rate

2472

7

17304

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HSR Item 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. HSR Rate(Rs.) 83.00 Through Rate

159.68

83

13253.44

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HSR Item 10.100.2-Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. HSR Rate(Rs.) 1863.00 Through Rate

52.76

1863

98299.33

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HSR Item 21.8-First class flat brick 7.50 cm thick laid in reimbursements in and on 1:4 cement sand mortar as above. HSR Rate(Rs.) 3434.00 Through Rate

26.22

3434

90039.48

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HSR Item 21.4-Tega 11.50 cm thick formed of first class bricks on end laid in cement sand mortar 1:5 as above. The rates for items 21.3 and item 21.4 include for all excavation and roll for all bends, curve, cutting and wastage of bricks required. The external surface of the exposed joints must be struck flush as the work proceeds and left perfectly smooth. HSR Rate(Rs.) 1031.00 Through Rate

114

1031

117534

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HSR Item 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 HSR Rate(Rs.) 160.00 Through Rate

1140

160

182400

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HSR Item 11.5.4-12 mm cement plaster of mix : 4. 1:6 (1 cement: 6 fine sand) HSR Rate(Rs.) 104.00 Through Rate

262.2

104

27268.8

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HSR Item 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 HSR Rate(Rs.) 269.00 Through Rate

50

269

13450



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