Tender For Rejuvenation/Renovation Of Water Body At Naulakha Dam (Ward No.01) Dhanwar Nagar Panchyat Giridih Jharkhand Under Nagar Panchyat Dhanwar , Dhanwar.
Tender Value
4.07 Crore
Estimated cost
Bid Submission
28 Feb 2023
0 days left
EMD
4.07 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
dhanwar → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Rejuvenation/Renovation Of Water Body At Naulakha Dam (Ward No.01) Dhanwar Nagar Panchyat Giridih Jharkhand Under Nagar Panchyat Dhanwar , Dhanwar.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling Pucca brick or lime work including stacking serviceable materials in Mountable stacks within UM lead and disposal of unserviceable materials wit all leads all complete as per déection |
| 2 | Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within l5M lead and disposal of unserviceable material with all leads all complete as per direction of E/l |
| 3 | Disinantling RCC work including stacking serviceable materials in countable stacks witlüii l5M lead and disposat of unserviceable material with all leads alt complete as per direction ofE/I |
| 4 | Dismantling Cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock pilling at designated locations and disposal of dismantled materials upto lead of lkm, stacking serviceable and unserviceable material separately |
| 5 | Pound Rejuvenation |
| 6 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, bees and saplLtgs of girth up of 30cm measured at a height of lm above ground level and removal of rubbish up to a distance of 50m outside the periphery of area cleared |
| 7 | Earthwork in bed clearñnce or desilting of canals carrying F.S. discharge between 8.5 cumaecs and 0.14 cumecs disposal of excavated earth etc in ordinary soil including rough dressing with ñiitail lead of 10M and litt of 1.5 M as per specification and direction of E/l |
| 8 | Extra for wet earth all complete as per specification and direction of E/l |
| 9 | Earth work ifl lip cutting in side slopes end bed of canal in ordinary soil witlt initial lead of 30M and lin 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 design, specification and direction of Efl |
| 10 | Trinirningh & dressing the side slope of dam to proper section with all leads and lifls as per drawkg, specification and direction of E/I |
| 11 | labour for rolling and compacting the earth in layers of 225inni 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 litre charge of compaction machine and other tools and plants etc all complete as per direction of E/1 (Mode of measurement sectional measurement of compacted eadli |
| 12 | Supplying and laying 300mm thick humous layer on slopes of dam with manual compaction and turfmg the surface ivittt approved dub grass with lkm lead including watering and ramming till growth of the grass all complete as per specification nd direction of E/I |
| 13 | 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 frorr+ borrow area or any 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 2krn but up to 3km |
| 14 | Extra for earth work in harshly, slushy and daldal soil (vide classification of soil item-F) all complete as per specification and direction of En |
| 15 | Rarth 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 lifl of 1.5 M complete Job as per specific8tion and direction of Efl |
| 16 | Earth work in cut off trenches by hydraulic M/C in grade A&B type of soil including size and disposal of the same beyond 1/2 km upto lkni from centre of the trench with all lifts by tipper including construction and maintenance of haul road all complete as per specification and déection of E/I |
| 17 | Supplying and laying send filter blanketing in horizontal portion of the dam as per design drawing with watering, compaction including cost of sand, royalty all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/l |
| 18 | Supplying and laying boulder in rock toe, heel trenches of the dam as per design drawings17 SOR-C 2022 5.6.4 including the cost of material royalty and all taxes etc but excluding the cost of carriage all complete as per specification and direction of EN |
| 19 | Supplying and laying properly as per design and drawing rip-rap with good quality of boulders duly packed includuig the cost of material, roayalty all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I |
| 20 | Providing of weep hole with dry graded stone filter of 20mm to 40rrim size in abutment and wing wall all complete as per specification and drawing of E/I |
| 21 | Boundary Wall & Ghat |
| 22 | 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 roots of trees, shrubs all complete as per approved design, building specification and direction of E/I |
| 23 | Extra for earth work in hard soil as per specification and direction of E/I (vide classification of soil item b) |
| 24 | Fillñig available excavated earth (excluding rock)22 J H SOR 2022 5.1 in trenches plinth slides of foundation etc in layers not exceeding 201m in depth , consolidating eech deposited layer by ramming and watering lead. |
| 25 | Providing and playing in position cement concrete of specified grade excluding the cost of centring and shattering 8ll work upto plinth level |
| 26 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering iii layers riot exceeding l50mm thick with all leads ad lifts including cost of all materials, labour royalty taxes all complete as per building specification and direction of Efl (Mode of measurement coniplacted volume. |
| 27 | Providing designation 75 A one brick flat soiling joints filled with local sand including cost of watering taxex royalty all complete as per building specification and direction of EfI |
| 28 | Centring and sliutteriiig includLig strutting propping etc and removal of form for |
| 29 | Lintels, beams, plinth, beams, géders, bressumers and cantilevers |
| 30 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring , shattering , finishing and reinforcement all work upto plinth level 1: I.5:3 (1 cement : 2 coarse sand : 4 grad8d stone aggregate 20 mm normal size) |
| 31 | Reinforced cement concrete work min call (arty thickness), including attached plasters, buttressess pt inth and string courses, fillets, colunm, pillars, piers, abutment, posts and struts etc above plinth level upto floor five level, excluding cost of centring , shuttering , finishing and reinforcement 1:L5:3 (1cement : 1,5 coarse sand (zone-m):3 grade stone aggregate 20ninl normal size) |
| 32 | Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of(Straight or in coils) to work site, cutting, bending and binding with annealed wire wi1n cost of wire removal of nist placing the rods in position all complete as per buildng specification and direction of Efl. |
| 33 | Providing 25min thick water proof cement plaster - do- |
| 34 | Supplying, fitting and fixing M.S. grill inade of 20*6mm M.S. fiat as per approved design and drawing, properly fabricated with joints continuous fillet welded and Fuiished smooth, carriage of grill to work site, hoisting as per building specification and direction ofE/1. (where materials is not supplied by the deptt.) |
| 35 | Providing two coats of sitoivceiii of approved shade and make over a coat of cement primcr on new surface including preparing the plasteredsurface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/l. |
| 36 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/I. |
| 37 | EARTH WORK IN EXCAVATION INFOUNDATION 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 slmibs all complet as per approved design, building specification and déection of E/I. |
| 38 | FILLING IN FOUNDATION TRENC1-YES ANDPLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and line dressed with earth obtained alter cutting within a lead of 50 M and list of 1.5 M all complete as per buildLig specification and direction of E/I. (mode of measurement compacted volume) |
| 39 | Providing coarse clean LAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and I.5 M lifts including cost of all materials, la6ours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) |
| 40 | 1:2:4 (1 cement : 2 coarse sand (zone -BI) :4 grand stone aggregate 20mm nominal size). |
| 41 | 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 l0inin gap for thermd expansion. Single socket ed pipes. 75 mm dia for weep hole. |
| 42 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, inclu‹ling rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 43 | Extra for pre finished nosing to treads of steps of Kota stone/sand stone slab |
| 44 | Providing and making gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, lvfORTH Clause 2500, ot required size, Mesh Type 10*12 (D=l00 nun with tolerance of +- 2%) Zinic +PVC coated, Mesh wire diameter 2.7/3.7 mm, mechanically edged/selvedged with partitions at every lm interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular ton twist, tying with lacing wire of diameter 2,2/3,2 mm (ID/OD), suppliedC 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 min, as per drawing, all complete as per directions of Eeeengineer in-charge. |
| 45 | Landscapping & Planfstion |
| 46 | Providing and laying at or near ground level factory made kerb stone ot M-25 grade cement concrete in position to the requéed line, level and curvature, ointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without43 CPWD 2021 16.6 grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in- charge (length of finished kerb edging shall be measured for payment). (Precast C.C. herb stone shall be approved by ngineer-in-charge). |
| 47 | Providing and laying 500*500*40 mn1 thick Turf paver (Turfpave ID) on l50mm thick sub grade ofCPWD 2021 11.4 compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 rom thick janiuna sand, including spreading, well ramming, consolidating and finishñig smooth etc, all complete as per direction of Engineer-in-charge |
| 48 | Filling in foundation trenchesand plinrth in layers not exceeding l50nmi, thick well waterd rammed fully compacted and fine dressed with earth obtains from excavation of foundation trenches within a lead of 50m and lift of 1.,5m all compile as per building specification and direction of E/I (Mode of Measurement compacted Volume) |
| 49 | Trencliing in ordinary soil up to a depth of 60 cm including removal and stacking serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 ni— and nicking up the drenched area to proper levels by filling wifh earth or earth niixd with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 50 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment). |
| 51 | Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment). |
| 52 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : 2.4.3 Screened through sieve of 1.S. designation 4.75 mm |
| 53 | Uprooting weeds from the trenched area alter 10 ter IS days of its flooding with water including disposal of uprooted vegetation, |
| 54 | Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Officer-in-charge (cost of sludge, dump manure and / or good earth to be paid separately). |
| 55 | Mixing earth and sludge or manure in the required— proportion specified or directed by the Officer-in- charge |
| 56 | Preparation of beds for hedging and slrubbery by excavating 60 cm deepand benching the excavated base to a further depth of 30 cm, refill ing theexcavated earth atter breaking clods and mixing with sludge or manure in the ratio of 8:I (8 parts of stacked volume of earth after reduction 6y 20% : one part of stacked volume of sludge or manure— atter reduction by 8%), flooding with water, filling with earth if necessary, watering and Enally finedressing, leveling etc, including stacking and disposal of materials declareduii serviceable and surplus eartlt by spreading and leveling es directed, within a lead of 50 m, lilt up to 1.5 m complete (cost of sludge, manure or extra eartti to be paid for separately) |
| 57 | Supplying and stacking of Delonix regia(Gul moliar) plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the Officer-in |
| 58 | Providing and displaying of Phoenix palm having ht. 75 cm to 90 cm with 10 to l5 or more leaves, - well developed, fresh and healthy in 25 cm size of Eartlien pot/Plastic pot & as per direction of the Officer-in-charge. |
| 59 | Supply and stacking of Nauclea cadainba (Kadam) - plant of height 150-165 cm. in big poly bag of size 25 cm as per direction of the Omcer-in-charge. |
| 60 | Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in guiuiy bag of size 30 cm as per direction of the Officer-in-charge |
| 61 | Complete maintenance o:I 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 layn with goo6 earth and manure and maintenance of other garden related works as directed by Office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & tarn mover and brush cutier with fuel, other T & P material/articles shall be provided by the contractor.) Open spaces (as per yard stick I inali 3.00 Acre). |
| 62 | MS Strip Cast Iron Dench |
| 63 | Dolphin/Other FRP Dustbin |
| 64 | Electrical Worlu ( Solar Light) |
| 65 | 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 includLlg all lifts, levelling,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I |
| 66 | filling available excavated earth (excluding rock) in i n hes plinth slides of foundation etc in layers not exceeding 20 em in depth , consolidating each deposited layer by raniriiing and watering lead. |
| 67 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and catering in layers not exceeding l50mrn thick with all leads ad lifts including cost of all malerials, labour royalty taxes all complete as per building specification and direction of Efl (Mode of measurement complacted volume. |
| 68 | Providing and ;1aying in position cement concrete of specified grade excluding the cost of centringand shuttering all work upto plinth levels |
| 69 | Centring and sliutteriiig includLig strutting propping etc and removal of form for foundation |
| 70 | Solar Light with all accessories |
| 71 | Carriage oF Moferinle |
| 72 | Cement |
| 73 | Sand |
| 74 | Stone chips |
| 75 | Steel |
| 76 | Bricks |
| 77 | Stone Boulder |
| 78 | Total capital cost amount with @18% |
| 79 | Total capital cost amount with labour cess @1% |
AI Tender Summary
Tender Timeline
Feb 11, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 28, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 03, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender