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Tender For Rejuvenation Of Kasturikhap Ahar In Ward No. 23 Under Municipal Corporation, Hazaribag, hazaribag-Jharkhand

Urban Development Department has published Tender For Rejuvenation Of Kasturikhap Ahar In Ward No. 23 Under Municipal Corporation, Hazaribag. Submission Date for this Tender is 24-06-2025. Flood Protection Tenders in hazaribag Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

49641087
Tender For Rejuvenation Of Kasturikhap Ahar In Ward No. 23 Under Municipal Corporation, Hazaribag
Tender
Indian
Jharkhand
Hazaribag
24-06-2025

Tender Documents

Tender Details

Rejuvenation Of Kasturikhap Ahar In Ward No. 23 Under Municipal Corporation, Hazaribag-- 1 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up of 30cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50m outside the periphery of area cleared 2 E/W in flood embackment , canal banks as well as specila repair of embackment in canal bank in grade A&B types of soil ( vide soil-A and B) in proper profile exavation by hydraulicm/c and carrige by tippper truck obtained from borrow area or any other sources free from logs, roots, or any others ingredients with all lift including breaking clods to maximum 60mm size placing earth in layers not exceeding 225mm thick all complete as spcification and direction of E/I (as per TEC letter no. 587 dated 22.09.2006) 3 Lead Beyond 1/2km but upto 1km 4 Lead Beyond 1 km but upto 2 km 5 Extra for earth work in marshly, slushy and daldal soil (vide classification of soil item-F) all complete as per specification and direction of E/I 6 Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30M and lift of 1.5M including the cost of formation of sub grade of canal lining, profiling, leveling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved desig, specification anddirection of E/I 7 Lead Beyond 1/2km but upto 1km 8 Lead Beyond 1 km but upto 2 km 9 Trimmingh & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I 10 Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density including sprinkling the required quantity of water making arrangement for supply and carriage of water with all leads and lifts finishing the surface with proper camber, grade super elevation including hire charge of compaction machine and other toolsand plants etc all complete as per direction of E/I (Mode of measurement sectional measurement of compacted earth 11 Earthwotk in flood embankment canal banks as well as special repair of embankment in canal bank in grade A& B types of soil (vide soil A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or anyany other sources free from logs, roots or any other Ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I, lead beyond 2km upto 3km 12 Extra for earth work in marshly, slushy and daldal soil (vide classification of soil item-F) all complete as per specification and direction of E/I 13 Earth work in filling in foundation trenches and backfilling of structure-do-with semi previous or suitable earth obtained after cutting of borrow pits within a lead of 30M and lift of 1.5 M complete Job as per specification and direction of E/I 14 EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complet as per approved design, building specification and direction of E/I 15 FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification anddirection of E/1. (mode of measurement compacted volume) 16 Providing coarse clean SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as perbuilding specification and direction of Engineer Incharge (Mode of measurement compacted 2 2.7 CUM 589.51 3183.354 volume) 17 1:2:4 (1 cement : 2 coarse sand (zone -III) :4 grand stone aggregate 20mm norminal size). 18 Providing and Fixing on wall face unplasticised - Rigid P.V.C.rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. Single socket ed pipes. 75 mm dia for weep hole. 19 Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation-do-do- complete job as per specification and direction of E/I Boulder masonry work- Toe Wall 20 Preparation of beds for hedging and shrubbery by excavating 60 cm deepand trenching the excavated base to a further depth of 30 cm, refilling theexcavated earth after breaking clods and mixing with sludge or manure inthe ratio of 8:1(8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%),flooding with water, filling with earth if necessary, watering and finally finedressing, leveling etc. including stacking and disposal of materials declaredunserviceable and surplus earth by spreading and leveling as directed,within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) 21 Supply and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge 22 Supply and stacking of Nauclea cadamba (Kadam) plant of height 150-165cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.v 23 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 24 Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-incharge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel other T & P material/articles shall be provided by the contractor.) Open spaces(as per yard stick 1Mali per 90.00 sqm 1.60 144.00 per year =3.00Acre). 25 Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalent of green colour having contents ( Weight grams/sqm. 510 (+/- 8%)) in width of 60 cm. with bamboo of 90 cm. length. The bamboo should be painted with green colour paint of approved brand and manufacture (two or sqm 204.00 124524.89 more coats) and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. The net and bamboo should be binded with 26 MS Strip cast iron bench 27 Dolphin/Other FRP Dustbin 28 Earthwork In excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts, levelling ,ramming the foundation trenches, removing rootsof trees, shrubs all complete as per approved design, building specification and direction of E/1 29 Filling available excavated earth (excluding rock) in trenches plinth slides of foundation etc in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering lead. 30 Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads ad lifts including cost of all materials, labour royalty taxes all complete as per building specification and direction of E/I (Mode of measurement complacted volume. 31 1:2:4 (1 cement: 2 coarse sand : 4graded stone aggregate 20mm nominal size 32 Centring and shuttering including strutting propping etc and removal of form for 33 XLPE indulated pvc sheathed ,heavy duty ,armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts.(conforms to is:7098,part-1) 2c x 10 sq mm 34 2c x 6 sq mm 35 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required 2x1.5 sq mm+1x1.5 sq mm earthwire Cable Laying of 1.1KV & 11 KV:- 36 Steel circular hollow pole of standard specification for street lighting to mount light at 5M height above deck level.on every 10M distance along pond edge (pond edge length=910M) 37 18Watt LED solar street light with all accessories all complete.(attached quotation from gem.gov.in) 38 coarse sand 39 Stone chips =25 km 40 Cement =10km 41 Goods & Services Tax (G.S.T.) - 18% 42 Labour Cess - 1%

Key Value

Document Fees
INR 11800 /-
EMD
INR 200000.0 /-
Tender Value
INR 83.68 Lakhs /-

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