Jhansi Development Authority has published Tender For Construction Work Of Water Supply, Park, Overhead Tank, Sewer Treatment Plants Under Major Dhyanchandra Nagar Residential Scheme, Jhansi.. Submission Date for this Tender is 29-04-2024. Sewage Treatment Plant Tenders in jhansi Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Name of Work: Mejor Dhyanachandr Nagar Awasiye yojna jhansi ke Antargat Water supply, Park, Ovarahad Tank, Seevar Treatment plant etc ka nirmaan kaary. Note :-(1)-GST Excluded on the aforesaid work. |
| 2 | Earth work in cutting or in filling in ordinary soil, excavation tto be in the form of regular pits not exceeding 1/2 meter (20") in depth and earthwork in embankment to be in 20 cm (8") layers, including ramming & dressing the surface to required levels and slops and also including 1.50 meter(5fts) lifts and 30 m. (100 fts) lead. the earth from cutting to be used in making filling or to be deposited as spoil banks withinn 30 metrs (100 fts) distance as directed by ingineer-in-charge.(Rate including royalty) cartage 5.00 km SI No.253+231(a) |
| 3 | Construction of granular sub-base by providing course graded material spreading in uniform layers with moter grader on prepared surface mixing by mix in place method with rotovator at omc and compacting with vibratory roller to achieve the desired density complete as per clause 401. Analysed Rate |
| 4 | Providing and laying of 80mm interlocking concrete block pavement laid in in stone dust base and fill joint with fine sandjoint filled after leveling and dressing baseincluding supply of all materials labour T&P etc required for proper completion of the work . SI No.New item no 14.43 new item 3 |
| 5 | RCC work with cement approved coarse sand and 2 cm. (3/4") guage approved stoneballast in the proportion of 1:2"4 in lintels of doors with windows excluding supply of reinforcement and its binding but including its fixing and binding the same with B.W.G.G.I binding wire and including nesessary centering and shuttering etc. and also including supply of all materials, labour & T&P etc. required for proper completion of the work . Binding wire cost being For in lighter beams ,i.e. having spans above 6 m.(20")SI No. 285 |
| 6 | Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (when not included in an over a rates) wrought to requiredshape as necessary including bending for proper completion of the work and including supply of all steel and wastege & overlapping & hooks.SI No. 504 |
| 7 | Clearing jungle including uprooting of rank vegetations grass,bush,,wood trees and saplings of girth upto 30cm. Measured at a height of 1meter above ground level & removal of rubbish upto a distance of 50 metersoutside the peripheri of area cleaned.SI No.259 |
| 8 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock DSR 2.7.1 2021 |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Hard rock (requiring blasting) DSR 2.7.2 2021 |
| 10 | Cartage of ballast ,kankar ,coal, grit,or sand ect.including Loading and unloading but excluding stacking on pucca Roads.SI No.232(a) For Disposal of Hard Roak |
| 11 | Add To items (252) for every additional 30 m. (100ft) lead of part of 30m.(100ft) or for every additional 1.5m. (5") lift or part of 1.5 m. (5ft)=For 120 m = 4 chain of 30m =21x4=84 SI No.254 |
| 12 | RCC work with cement approved coarse sand and 2 cm. (3/4") guage approved stoneballast in the proportion of 1:2"4 in lintels of doors with windows excluding supply of reinforcement and its binding but including its fixing and binding the same with B.W.G.G.I binding wire and including nesessary centering and shuttering etc. and also including supply of all materials, labour & T&P etc. required for proper completion of the work . Binding wire cost being For RCC Raft Foundation and footing with 4 cm. (1.5") Guage approved stone ballast SI No287 |
| 13 | RCC work with cement approved coarse sand and 2 cm. (3/4") guage approved stoneballast in the proportion of 1:2"4 in lintels of doors with windows excluding supply of reinforcement and its binding but including its fixing and binding the same with B.W.G.G.I binding wire and including nesessary centering and shuttering etc. and also including supply of all materials, labour & T&P etc. required for proper completion of the work . Binding wire cost being For RCC Column (1:1.5:3) SI No289 |
| 14 | M-150 class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including cost of all materials, labour and tools & plants, etc. required for proper completion of the work. S.I.No. 305 |
| 15 | M-150 class brick work in 1:6 cement and coarse sand mortar in Super structureincluding supply of all materials , labour and T&P etc. required for proper completion of the work. S.I.No. 303+309+310 |
| 16 | Supply of M.S. grill of a approved quality and drawing made of flat iron not bigger then 20x4 mm size including supply of materials, fabrication , labour T&P and also one coat of red oxide paint complete in all respects as per direction of Engineer-in -charge for proper completion of work at site. SI No Chapter 10 New Item No 3 Page 53 |
| 17 | 12 mm Cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angleschamfers, and /or rounded angles not Exceeding 80 mm.In Girth and finished even smooth . No extra for Mixing any additive. (ii) 1 Cement : 4 Fine sand SI No. 17.58 Chapter-13 |
| 18 | Providing and applying Plaster of Paris Putty of 2 mm Thickness over plastered surface to prepare the surface even and smooth complete.SI No. New item Ref DAR 13.26 Chapter-15 Page No 63 |
| 19 | Finishing wall with water proofing cement paint of approved make and quality on new work with two coat to give an even shade. Including supply of all material, labour and T& P etc. required for proper completion of the work. SI No 660+661 |
| 20 | Painting or varnishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T&P etc. required for proper completion of the work. paint to be used should confirm to the SI No.641+642 |
| 21 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1cement : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.DSR 8.31 2021 |
| 22 | Providing and Planting different variety plants well establish, well developed and multi branch including loading, unloading and carriage (As per market rates - Government of India Central Public Work Department Delhi Schedule of Rates. Analysisof Rates ans Specifications Horticulture & Landscaping) Acalypha twisted well developed with fresh & healthy 30cm ht plant in 20 cm size Earthen pot/Plastic pipe ( DSR 10184 - 2020) |
| 23 | Ficus Starlight with fresh, healthy and attractive foliage 45 to 60 cm spread 75 to 90 cm ht. plant, specimen bushy plant in 35 cm pot (DSR10208 - 2020) |
| 24 | Ficus retusa topory well developed with fresh & healthy 5 to 6 big ball specific size and shape 180 to 210 cm ht in 40 cm cement pot (DSR10204)-2020 |
| 25 | Phoenix roebelenii palm well developed having 20 to 25 fresh and healthy leaves 90 to 105 cm ht plant in 30 cm cement pot (DSR 10217-2020) |
| 26 | Bougaibvillea named variety, sobhara, Thima, Marry Palmar, Cherry Blossom,etc well developed with fresh & healthy bushy plant in full bloom 75 to 90 cm ht plant in 40 cm cement pot (Horticulture DSR 10192-2020 |
| 27 | Providing and stacking of Hamelia patens (Dwarf) of height 30-45 cm with 3-4 branches in earthen pots of size 20 cm as per direction of the officer in charge (Horticulture DSR 8.34-2020 |
| 28 | Providing and stacking of chandni dwarf of height 15-20 cm well branched in earthen pots of size 20 cm as per direction of the officer in chargeHorticulture DSR 8.14-2020 |
| 29 | Providing and stacking of Cestrum nocturnum (Raat Ki Rani) of height 60-75 cm with 4-5 branched in bag of size 25 cm as per direction of the officer in charge (Horticulture DSR 8.13-2020) |
| 30 | Providing and stacking of of Ficus blackii (F.Vivon)(bushy) of height 150-165 cm with 8-10 branches and healthy foliage in earthen pots of size 30 cm as per direction of the officer-in-cahrge(Horticulture DSR 8.23-2020) |
| 31 | Providing and stacking of Plumeria Alba dwarf of height 90-105 cm with 3-4 branches and thick stem in bag size HDPE bags as per direction of the officer-in-charge (Horticulture DSR 10326-2020) |
| 32 | Providing & laying selection no.1 grass turf with earth 50 mm to 60 mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass stablish properly as per direction of officer-in-charge DSR 2.34-2020 |
| 33 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm. removing all weeds and other growth with roots by forking repeatedly, breacking clods, rough dressin, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. DSR 2.12 2020 |
| 34 | Grassing with selection no -1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn , free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for seperately. In rows 5 cm apart in both directions. DSR 2.10.1-2020 |
| 35 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).DSR 2.2-2020 |
| 36 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed manure or sludge in the ratio of 2:1by volume (2 parts of stacked volume of earth after reduction by 20%; 1 part of stacked volume of manure after reduction by 8 %) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for seperately) Holes 60 cm dia and 60 cm deep DSR 2.14.3-2020 |
| 37 | Supplying and stacking at site dump manure from approved source including carriage up to 5 km lead complete (Manure measured in stacks will be reduced by 8% for payment); Screened through sieve of I S designation 4.75 mm DSR 2.4.3-2020 |
| 38 | Carriage of manure up to 5 Km DSR1.1.3-2020 |
| 39 | Anti termite treatment by digging holes 30 cm deep and 4 cm dia, 3 to 4holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two times or more application to get the trees free from termite infection chemicals used DSR 2.54-2020 |
| 40 | Preparation of bedsfor hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm. refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reducing by 20 %; one part of stacked lime of sludge or manure after reduction by 8 %), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unservicable and surplus earth by spreading and leveling as directed, with in a lead of 50 m lift up to 1.5 m complete (cost of sludge, manure of extra earth to be paid for seperately) DSR2.13-2020 |
| 41 | Complete maintenance of shrubs (out side garden features, jobs like making of basin at regular interval i/c watering, pruning & application of fertilizer etc,(excluding the cost of material which shall be suppliedby the department) and as per direction of officer in charge. DSR 2.43-2020 For 6 month |
| 42 | Cutting of hedge/edge including removing of cut material, cleaning, hoeing of hedge/edge bed watering, manuring and applying insecticides and fungicides etc, (excluding the cost of material which shall be suppliedby the department) and as per direction of officer in charge. DSR2.36-2020For 6 month |
| 43 | Providing 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 5mm), 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 approvedby Engineer-in-charge).DSR 16.69 2021 |
| 44 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete On concrete work. DSR 13.52.2 2021 |
| 45 | Excavation in foundation in in soil mixed with moorum /shingle/kankar requiring the use of spacial T&P such as pickaxas,sabbalsetc. including lift upto 1.5 meter (5 fts.) and lead upto 30 m (100fts) & including filling , watering and ramming of excavated earth into the tranches or into the spacebetween the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the egineer-in-charge upto a distance of 30 m (100 fts) from the foundation trenches.SI No.252 |
| 46 | cement concrete with 4cm (1.5") gauge approved stone ballast ,approved course sand and cement in the proportion of 8:4:1 including supply of all materials,labour and T&P etc. required for proper completion of the work SI No.281 |
| 47 | Cement concrete with 2 cm gauge approved stone ballast, approved course sand and cement in the proportion of 4:2:1 including supply of all materials labour and T&P etc. required for proper completion of the work. but with 2cm gauge approved stone balast . SI No. 279 (1) New tem Page No 40 |
| 48 | Supply of R.C.C. hume pipe including loading unloading cartage at the site as per direction of Engineer -in-charge.Market Rate(JDA approved Rate) 250 mm dia NP-3 |
| 49 | P/Carting of dollowing RCC hume pipe S&S NP-class including carting from store to site of work lowering the same into trenches at different depth BGI true to the alignment and gradiant including jointing with rubber ring and spun yarn with 1:2 cement mortar testing etc complete but excavation of trenches including plugging of pipes and dismentling of plugs with all complete. SI No new item-2Page no79 250 mm dia NP-3 |
| 50 | Supply of R.C.C. hume pipe including loading unloading cartage at the site as per direction of Engineer -in-charge.Market Rate(JDA approved Rate) 350 mm dia NP-3 |
| 51 | P/Carting of dollowing RCC hume pipe S&S NP-class including carting from store to site of work lowering the same into trenches at different depth BGI true to the alignment and gradiant including jointing with rubber ring and spun yarn with 1:2 cement mortar testing etc complete but excavation of trenches including plugging of pipes and dismentling of plugs with all complete. Sor 2020 page No 79 new item No-2 350 mm dia NP-3 |
| 52 | 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 : 19.6.5 450 mm dia. R.C.C. pipe DSR No.19.6.5 |
| 53 | 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 : 19.6.1 100 mm dia. R.C.C. pipe DSR No.19.6.1 |
| 54 | Construction of manhole internal size 0.60 X 0.60 X 1.50 m including excess ration and base concrete in 8:4:1 with 4 cm guage brick ballast fine sand and cement and wall made of M-150 class Brick work in 1:4 cement and course sand mortar including 12 mm thick plaster in 1:3 cement and C-sand mortar with meat cement on inside making channel with cement concrete in 4:2:1with neat cement fixing of C-I foot rest C.C. 4:2:1 and including R.C.C Slab in 1:1.5:3 with cover and frame fixing in CC 4:2:1 including necessary reinforcement complete as directed of Engineer-in-charge (Analysis Rate) JDA approved Rate |
| 55 | Add or deduct shaft for manhole 0.60 x 0.60 x 1.50 m internal size .(Analysed Rate) JDA approved Rate |
| 56 | Construction of manhole internal size 0.75 X 1.00 X 1.50 m including excess ratio and base concrete in 8:4:1 with 4 cm guage brick ballast fine sand and cement and wall made of M-150 class Brick work in 1:4 cement and course sand mortar including 12 mm thick plaster in 1:3 cement and C-sand mortar with meat cement on inside making channel with cement concrete in 4:2:1with neat cement fixing of C-I foot rest C.C. 4:2:1 and including R.C.C Slab in 1:1.5:3 with cover and frame fixing in CC 4:2:1 including necessary reinforcement complete as directed of Engineer-in-charge (Analysis Rate) JDA approved Rate |
| 57 | Add or deduct shaft for manhole 0.75 x 1.00 x 1.50 m internal size .(Analysed Rate) JDA approved Rate |
| 58 | Construction of manhole internal size 1.00 X 1.25 X 1.50 m including excess ratio and base concrete in 8:4:1 with 4 cm guage brick ballast fine sand and cement and wall made of M-150 class Brick work in 1:4 cement and course sand mortar including 12 mm thick plaster in 1:3 cement and C-sand mortar with meat cement on inside making channel with cement concrete in 4:2:1with neat cement fixing of C-I foot rest C.C. 4:2:1 and including R.C.C Slab in 1:1.5:3 with cover and frame fixing in CC 4:2:1 including necessary reinforcement complete as directed of Engineer-in-charge (Analysis Rate) JDA approved Rate |
| 59 | Add or deduct shaft for manhole 1.00 x 1.25 x 1.50 m internal size .(Analysed Rate) JDA approved Rate |
| 60 | Providing all material labour and I&P etc. for making plug info the end of sewer pipe during plug info the end of sewer pipe during laying the sewer line and construction of manhole chamber and also including dismentling the plug after complete and during the testing the sign job work.(Analysed Rate) JDA approved Rate |
| 61 | Supply and laying 140 mm dia PVC Pipe of 6kg/cm2 ISI Marked kishan/ prince type "A" other material labour T&P etc. required for proper completion of the work the pipe shall either be fixed parallel in the completion of the work. JDA approved Rate |
| 62 | Supply of following sizes pipes for distribution system conforming to latest / relevant I.S. 4984 / 1995 specification with alljointiog materials and specials conforming to latest / relevant IS specification F.O.R destination and all taxes and insurance etc,with loading,unloading and carting up to site of work also ncluding specials for these pipes and lowering them into trenches and laying true to alignment and gradient and jointing etc complete (including testing of pipe lines and cutting bof pipes for making up the length but excluding the cost of trenches)all complete as per instruction of Engineer -in - charge.(JAL NIGAM SOR NO.33) Providing and laying HDPE pipe PN-6 Class PE-100 Conforming to IS-4984/1995: (JAL NIGAM SOR.33.09) 200 mm dia pipe. |
| 63 | Providing and laying HDPE pipe PN-6 Class PE-100 Conforming to IS-4984/1995: (JAL NIGAM SOR.33.07) 160 mm dia pipe |
| 64 | Providing and laying HDPE pipe PN-6 Class PE-100 Conforming to IS-4984/1995: (JAL NIGAM SOR.33.04) 110 mm dia pipe |
| 65 | Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class): 18.25.1 Up to 300 mm dia |
| 66 | Supply and carting up to site of work of thefollowing dia DI butterfIY / Sluice valve,class I working pressure 10 kg/cm2 conforming to IS: 780/1969 or its latest amendments, including valve fitting & dismantling joints as per requirement f.o.r .destination and lowering them into the already prepared trenches etc.complete and also incluiding supply of jointing materials etc complete and also incluiding supply of jointing materials etc,complete including all taxes and insurance as per instruction of Engineer-in-charge.(JAL NIGAM SOR NO.34) Sluice valve class I200 mm dia |
| 67 | Sluice valve class I150 mm dia |
| 68 | Sluice valve class I100 mm dia |
| 69 | Construction of following type chamber as per department type design and drawing including Heavy duty M.S Manhole cover and all materials labour T&P etc,complete for proper completion of work as per instruction of Engineer-in-charge.(JAL NIGAM SOR.NO.38) Sluice valve chamber (masonary type) dia upto 200mm-1000(L)X1200(W)X1300(H) mm. |
| 70 | Making house connection should be done atleast 2m inside the boundary wall with provision of tap from distribution line to outer wall of house with supply of 1 m above GL G.I pipe(15 mm ) (above ground) & Average 5 mtr. MDPE Pipe (20 mm) (below ground) incluinding specials saddle Tap etc.of suitable size T&P etc incluiding excavation laying and jointing for proper completion of work as per instruction of Engineer as per Dwg 12 (excluiding road restoration). |
| 71 | CONSTRUCTION OF R.C.C/ Steel over head tank of following capacity and stagging above groundlevel,including all fitting of OHT and pump house construction and all fitting and erection of tubewell assembly ,submersible motor assembly,and laying and water supply activation of distribution pipeline including all fittings and along with FHTC connection. all complete with material and Structural Design and Drawing Excluding GST.Complete in allrespect as Direction of Engineer in Charge. |
| 72 | Sewerage Treatment Plant (STP) 230 KLD+Operation & Maintenance for 3 Year |
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