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construction of Road Master Harish To Prem To Master Mahender Near By Distributary In Ward 4 Mc Palwa Above Road Is Damaged Due To Laying Sever Line And Water Supply , Which This Road Not A Repairable, palwal-Haryana

Urban Local Bodies has published construction of Road Master Harish To Prem To Master Mahender Near By Distributary In Ward 4 Mc Palwa Above Road Is Damaged Due To Laying Sever Line And Water Supply , Which This Road Not A Repairable. Submission Date for this Tender is 25-07-2022. Road Work Tenders in palwal Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

33038721
construction of Road Master Harish To Prem To Master Mahender Near By Distributary In Ward 4 Mc Palwa Above Road Is Damaged Due To Laying Sever Line And Water Supply , Which This Road Not A Repairable
Open Tender
Indian
Haryana
palwal
25-07-2022

Tender Details

construction of Road Master Harish To Prem To Master Mahender Near By Distributary In Ward 4 Mc Palwa Above Road Is Damaged Due To Laying Sever Line And Water Supply , Which This Road Not A Repairable

Key Value

Document Fees
INR 1500 /-
EMD
INR 36400.0 /-
Tender Value
INR 18.20 Lakhs /-

BOQ Items

Name of Work :- Const.of road Master Harish to Prem to Master Mahender near by distributary in ward 4 Mc Palwal
Sl. No. Item Description
1[21.54]Constructing standard drain type II drain complete consisting of cement concrete drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be 1:3:6 Paris by volume of cement sand stone Bajri and rendering to be 1:1 cement and mortar.
2[13.28]Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
3[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.
4[17.6]Construction of Embankmentwith Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications.
5[17.15.1]Granular Sub-Base with CoarseGraded 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
6[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
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.
8[7.20.2]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement Mortar 1:6 (1 cement : 6 coarse sand).
9[22.168.2]Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 2. 150 mm dia. R.C.C. pipe
10[6.8.2]Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 2. 40mm thick
11[6.14.2]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 : 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
12[6.33.3]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 below plinth level 3. Cold twisted bars
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