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Remodeling Of Watercourse Outlet Rd 37600-R , Adampur Disty . , HISAR-Haryana

Department Of Irrigation-DOI has published Remodeling Of Watercourse Outlet Rd 37600-R , Adampur Disty . . Submission Date for this Tender is 04-11-2020. Water Course Tenders in HISAR Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

25833715
Remodeling Of Watercourse Outlet Rd 37600-R , Adampur Disty .
Open Tender
Indian
Haryana
HISAR
04-11-2020

Tender Details

Remodeling Of Watercourse Outlet Rd 37600-R , Adampur Disty .

Key Value

Document Fees
INR 5000 /-
EMD
INR 188000.0 /-
Tender Value
INR 93.44 Lakhs /-

BOQ Items

Name of Work: Remodeling of watercourse at outlet RD 37600-R, Adampur Disty. (27418 ft. balance work)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 7.62cm thick 1st class brick work laid in cement sand mortar 1:5 in bed including dressing of bed and preparation of sub-grade, complete in all respect (a) supply & carriage, loading, unloading & stacking of cement OPC marka 43 Grade (b) supply & carriage, loading & unloading of sand of required FM as per approved quarry (c) suppy & carriage of first class bricks to the dump site (d) rehandling of entire material from dump site to the site of work (e) curing for 28 days, as per approved designed section and PWD specifications 13314 Sqm.
2 2 22.86 cm thick 1st class brick work laid in cement sand mortar 1:5 for side lining, Culverts & Nakkas in foundation and plinth on side wall, complete in all respect (a) supply and carriage loading, unloading & stacking of cement OPC marka 43 Grade (b) supply and carriage loading & unloading of sand of required FM as per approved quarry (c) suppy and carriage of first class brick to the dump site (d) rehandling of entire material from dump site to the site of work (e) curing for 28 days as per approved designed section and PWD specifications 1784.23 Cum.
3 3 Cement Plaster for Fillet/Gola, Culvert & Nakka etc 10mm thick in cement sand mortar 1:4 for water course Nakkas and Culvert as the case may be, complete in all respect(a) supply and carriage loading and unloading & stacking of cement OPC marka 43 Grade (b) supply carriage loading and unloading of sand of required FM as per approved quarry (d) rehandling of entire material from site to the site of work (e) curing for 28 days as per approved designed section and PWD specification as directed by the engineer incharge of work. As per approved drawing and PWD specifications 3204.08 Sqm.
4 4 Supply carriage and laying of 100 micron polythene (LDPE) is marka (2508/1984) over dressed sub-grade under brick lining in bed including (a) supply and carriage, loading and unloading of polythene 100 micron to dump site (b) rehandling of entire material from dump site to site of work as per drawing design and PWD specifications 13314 Sqm.
5 5 Earth Work under Bed. Earth Work excavation in ordinary soil (Exclusive of compendation of earth) and filling in 15cm (6") layers in bed, including, watering, ramming and consolidation with earth brought from a distance not exceeding 30 meters, as per approved designed section and PWD specifications 1258.06 %cum
6 6 Earth Work for side filling & Ramp Earth work excavation in ordinary soil (excludive of compensation of earth), duly dressed, with a lead upto 15 meter including breaking of clods, complete in all respects, as per approved section and PWD specification 5143.19 %Cum
7 7 Earth Work in foundation of Nakka/Culvert Earth Work excavation in ordinarly soil, exclusive of compensation of earth, including breaking of clods, undressing and sides filling around masonry in 15cm layers with in a lead upto 15 meters as per approved designed section PWD specifications 479.14 %Cum
8 8 Laying Cement Conc. 1:8:16 with brick ballast 40mm nominal size in foundation and plinth, complete in all respect, including (a) supply and carriage of brick bats (b) supply and carriage, loading, unloading and stacking of cement OPC marka 43 Grade to the unloading of sant of required FM from approved quarry to dump site (d) rehandling of entire material from dump site to the site of work (e) curing for 28 days as per approved designed section and PWD specification and as directed by the Engineer-In-Charge 96.5 Cum.
9 9 First Class brick work laid in cement sand mortar 1:3 in foundation & Plinth complete in all respect, as per approved drawing and PWD specifications 13.44 Cum.
10 10 Extra for brick work in arch including cost of shutlering upto 1.5 meter span. 13.44 Cum.
11 11 Supply and carriage of lids of size 18" dia at site of work including rehandling etc. 594 Each
12 12 Supply of RCC Panels size 24"x24" at site of work, as per approved drawing, design & specifications. @(N.S.I) 338 Each
13 13 Fixing of RCC panels size 24"x24" at site of work as per approved drawing, design & specification @ (N.S.I) 594 Each
14 14 Dismantling of brick work in cement sand mortar BM 1:4 (side lining & bed) 1256.02 Cum.
15 15 Recovery of bricks and brick bats from dismantling of existing watercoruse 1256.02 Cum.
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