Tender For Rejuvenation/Renovation Of Talab Near Sita High School In Ward No- 05 Under Nagar Panchayat Hariharganj (Palamu
Tender Value
68.60 Lakhs
Estimated cost
Bid Submission
02 Mar 2023
0 days left
EMD
1.40 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
hariharganj → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Rejuvenation/Renovation Of Talab Near Sita High School In Ward No- 05 Under Nagar Panchayat Hariharganj (Palamu
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Feb-2023 | Date and time | Date | 02-Mar-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling Pucca brick or lime work including stacking serviceable materials in countable stacks within 15M lead and disposal of unserviceable materials wit all leads all complete as per direction of E/IBCD 2022_5.10.1 |
| 2 | Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15M lead and disposal of unserviceable material with all leads all complete as per direction of E/I BCD 2022_5.10.2 |
| 3 | Dismantling RCCwork including stacking serviceable materials in countable stacks within 15M lead and disposal of unserviceable material with all leads all complete as per direction of E/IBCD 2022_5.10.3 |
| 4 | Dismantling Cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding0.02 cum in volume and stock pilling at designated locations and disposal of dismantled materials upto lead of 1km, stacking serviceable and unserviceable material separately.SOR-2022 C_page-198_2.6 |
| 5 | Pond RejuvenationClearing 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 clearedDSR-2021-2.31_Vol=1, page -115 |
| 6 | Earthwork in bed clearance 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 initail lead of 10M and lift of 1.5 M as per specification and direction of E/IWRD-B2022 116_7.1.20 |
| 7 | Extra for wet earth all complete as per specification and direction of E/IWRD-B1st march _Page-117_7.1.22 |
| 8 | 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 design, specification and direction of E/IWRD-B2022 _Page-117_7.1.21 |
| 9 | Trimmingh & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/IWRD-Cm2022 29_5.1.38 |
| 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 tools and plants etc all complete as per direction of E/I (Mode of measurement sectional measurement of compacted earthWRD-Cm2022 29_5.1.31 |
| 11 | Supplying and laying 300mm thick humous layer on slopes of dam with manual compaction and turfing the surface with approved dub grass with 1km lead including watering and ramming till growth of the grass all complete as per specification nd direction of E/IWRD-Cm1st june_Page-29_5.1.37 |
| 12 | 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 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 2km but up to 3kmWRD-Cm1st june_Page-36_7.1.26.4 |
| 13 | 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/IWRD-Cm1st june_Page- |
| 14 | 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/IWRD-Cm1st june_Page-36_7.1.32 |
| 15 | 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 1km from centre of the trench with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I WRD-B2022_Page-98_5.1.9.2 |
| 16 | Supplying and laying sand 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/I SOR-C 2022 5.6.1 |
| 17 | Supplying and laying boulder in rock toe, heel trenches of the dam as per design drawings including the cost of material royalty and all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/ISOR-C 2022_5.6.4 |
| 18 | Supplying and laying properly as per design and drawing rip-rap with good quality of boulders duly packed including the cost of material, roayalty all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/ISOR-C 2022 5.6.8 |
| 19 | Providing of weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall all complete as per specification and drawing of E/ISOR-C 2022 .6.9 |
| 20 | Boundary Wall & GhatEarthwork 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 JH_SOR BCD_2022_5.1.1 |
| 21 | Extra for earth work in hard soil as per specification and direction of E/I (vide classification of soil item _b) JH_SOR BCD_20225.1.2 |
| 22 | 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.JH_SOR_ BCD 2022_5.1.7 |
| 23 | Providing and ;laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal sizeJH_BCD_2022_5.3.1.4 |
| 24 | 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.JH_SOR 2022_5.1.10 |
| 25 | 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 E/IJH_SOR BCD_2022_5.6.1 |
| 26 | Centring and shuttering including strutting propping etc and removal of form forJH_BCD_2022_5.3.17 |
| 27 | Lintels, beams, plinth, beams, girders, bressumers and cantilevers5.3.17.1 |
| 28 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring , shuttering , finishing and reinforcement all work upto plinth level 1:1.5:3 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm normal size)JH_BCD_2022_5.3.9.1 |
| 29 | Reinforced cement concrete work min wall (any thickness), including attached plasters, buttressess plinth and string courses, fillets, column, pillars, piers, abutment, posts and struts etc above plinth level upto floor five level, excluding cost of centring , shuttering , finishing and reinforcement 1:1.5:3 (1cement : 1.5 coarse sand (zone-III):3 grade stone aggregate 20mm normal size)JH_BCD_2022_5.3.10 |
| 30 | 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 wirewith cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.JH_BCD_(5.5.4)_2022 |
| 31 | Providing 25mm thick water proof cement plaster -do-JH_SOR_2022_5.7.16 |
| 32 | Supplying, fitting and fixing M.S. grill made of 20*6mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. (where materials is not supplied by the deptt.)JH_SOR_2022_5.5.12 |
| 33 | Providing two coats of snowcem of approvedshade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I.JH_SOR_2022_5.8.24 |
| 34 | 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.JH_SOR_2022_5.8.45 |
| 35 | 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.JH_SOR_ BCD 2022 5.1.1 |
| 36 | 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 and direction of E/I. (mode of measurement compacted volume)JH_SOR_ BCD 2022 5.1.8 |
| 37 | 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 per building specification and direction of Engineer Incharge(Mode of measurement compacted volume)JH_SOR_ BCD 2022 5.1.10 |
| 38 | 1:2:4 (1 cement : 2 coarse sand (zone -III) :4 grand stone aggregate 20mm norminal size).JH_SOR_ BCD 2022 5.3.2.2 |
| 39 | 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.12.41.1/D.S.R |
| 40 | 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, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 11.26/D.S.R |
| 41 | Extra for pre finished nosing to treads of steps of Kota stone/sand stone slab 11.31/D.S.R |
| 42 | Providing and making gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10*12 (D=100 mm with tolerance of +- 2%) Zinic +PVC coated, Mesh wire diameter2.7/3.7 mm, mechanically edged/selvedged with partitions at every 1m 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), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Eeeengineer in-charge. 16.95/D.S.R |
| 43 | Landscapping & PlantationProviding and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without 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. kerb stone shall be approved by Engineer-in-charge).CPWD_2021_16.69/78 |
| 44 | Providing and laying 500*500*40 mm thick Turf paver (Turfpave XD) on 150mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.CPWD_2021_11.45/255 |
| 45 | Filling in foundation trenchesand plinrth in layers not exceeding 150mm, thick well waterd rammed fully compacted and fine dressed with earth obtaine from excavation of foundation trenches withina lead of 50m and lift of 1.,5m all complte as per building specification and direction of E/I (Mode of Measurement compacted Volume) BCD_2022_5.1.7 |
| 46 | Trenching 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 m and making up the trenched area to proper levels by filling with earth or earth mixd with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). H&L_DSR_2020_2.1/pg_95 |
| 47 | 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).H&L_DSR_2020_2.2/pg_95 |
| 48 | 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).H&L_DSR_2020_2.3/pg_95 |
| 49 | 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 I.S. designation 4.75 mmH&L_DSR_2020_2.4_2.4.3/pg_95 |
| 50 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.H&L_DSR_2020_2.6/pg_95 |
| 51 | 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).H&L_DSR_2020_2.8/pg_95 |
| 52 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-chargeH&L_DSR_2020_2.9/95 |
| 53 | Preparation of beds for hedging and shrubbery by excavating 60 cm deepand trenching the excavated base to a further depth of 30 cm, refilling theexcavatedearth after breaking clods and mixing with sludge or manure in the 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 declaredun serviceable 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)H&L_DSR_2020_2.13/97 |
| 54 | Supplying 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-chargeH&L_DSR_2020_7.24/180 |
| 55 | Providing and displaying of Phoenix palm having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the Officer-in-charge.H&L_DSR_2020_3.74/132 |
| 56 | Supply and stacking of Nauclea cadamba (Kadam) plant of height 150-165 cm. in big poly bag of size 25 cm as per direction of the Officer-in-charge.H&L_DSR_2020_7.60/184 |
| 57 | 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. H&L_DSR_2020_7.75/188 |
| 58 | 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 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 & lawn mover and brush cutter with fuel, other T & P material/articles shall be provided by the contractor.) Open spaces (as per yard stick 1 mali = 3.00 Acre).H&L_DSR_2020_2.40.6/107 |
| 59 | MS Strip Cast Iron BenchTPS-02-BN |
| 60 | Dolphin/Other FRP DustbinTPS-17-DB |
| 61 | Electrical Works ( Solar Light)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/IJH_SOR_ BCD 2022_5.1.1 |
| 62 | 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.JH_SOR_BCD 2022 5.1.7 |
| 63 | 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.JH_SOR_BCD 2022_5.1.10 |
| 64 | Providing and ;laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth levelJH_BCD_2022_5.3.11:3:6 (1 cement: 3 coarse sand : 6graded stone aggregate 20mm nominal sizeJH_BCD_2021_5.3.1.4 |
| 65 | Centring and shuttering including strutting propping etc and removal of form forJH_BCD_2022_5.3.17 |
| 66 | Solar Lightwith all accessoriesQuatation Rate |
| 67 | Carriage of Materialsa) Cement |
| 68 | b) Sand |
| 69 | c) Stone chips |
| 70 | d) Steel |
| 71 | e) Bricks |
| 72 | f) Stone Boulder |
| 73 | Goods and Services Tax @18% |
| 74 | Labour cess@1% |
AI Tender Summary
Tender Timeline
Feb 24, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMar 02, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 10, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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