Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Civil And Construction
Eprocure
Opening Date1 Apr 2024
Closing Date29 Apr 2024
Tender Amount₹ 8,25,48,837
Costs
EMD
₹ 43,27,500Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPJDA_919190_1Bid Award Id
ViewTender No
3069/JDA/2023-24Tender Authority
Jhansi Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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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
1908.75
1603350
840
... More
RCC work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast 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
162.14
1190107
7340
... More
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 required shape as necessary including bending for proper completion of the work and including supply of all steel and wastege & overlapping & hooks.SI No. 504
482.78
3012516
6240
... More
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 meters outside the peripheri of area cleaned.SI No.259
52980
264900
5
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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
5218.34
1889039
362
... More
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
7827.52
4609548
588.89
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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
7827.52
1632037
208.5
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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
18264.2
1534192
84
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RCC work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast 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
175.94
1122497
6380
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RCC work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast 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
154.32
1365732
8850
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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
291.72
1817415
6230
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M-150 class brick work in 1:6 cement and coarse sand mortar in Super structure including supply of all materials , labour and T&P etc. required for proper completion of the work. S.I.No. 303+309+310
367.75
2455834
6678
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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
528
4635840
8780
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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 angles chamfers, 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
4796.74
729104
152
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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
7971.26
996407
125
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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
7971.26
621758
78
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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
1874.52
185577
99
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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
331.47
291819
880.38
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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)
3900
148824
38.16
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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)
200
160272
801.36
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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
205
410697
2003.4
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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)
235
117699
500.85
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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
250
75127
300.51
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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
2980
113716
38.16
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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 charge Horticulture DSR 8.14-2020
2980
99502
33.39
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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)
3100
118296
38.16
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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)
540
128790
238.5
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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)
385
275467
715.5
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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
8624.72
719905
83.47
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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
8624.72
501527
58.15
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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
8624.72
145671
16.89
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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
1058
520409
491.88
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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
14335
598342
41.74
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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
1323
403250
304.8
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Carriage of manure up to 5 Km DSR1.1.3-2020
1323
236711
178.92
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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
14775
721611
48.84
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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
1323
281269
212.6
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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
8624.72
1875962
217.51
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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.
DSR2.36-2020 For 6 month
2380
307876
129.36
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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
171.8
1225073
7130.81
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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
1145.25
188107
164.25
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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 space between 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
15579.87
2773216
178
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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
524.33
2254619
4300
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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
147.45
881751
5980
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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
1246
585620
470
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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
1246
424886
341
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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
169
218010
1290
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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
169
59995
355
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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
134
164353
1226.52
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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
660
244371
370.26
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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 4:2:1 with 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
132
2950728
22354
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Add or deduct shaft for manhole 0.60 x 0.60 x 1.50 m internal size .(Analysed Rate) JDA approved Rate
1
10600
10600
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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 4:2:1 with 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
52
1422668
27359
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Add or deduct shaft for manhole 0.75 x 1.00 x 1.50 m internal size .(Analysed Rate) JDA approved Rate
1
12299
12299
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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 4:2:1 with 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
40
1528080
38202
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Add or deduct shaft for manhole 1.00 x 1.25 x 1.50 m internal size .(Analysed Rate) JDA approved Rate
2
40226
20113
... More
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
95
16995
178.9
... More
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
90.5
40725
450
... More
Supply of following sizes pipes for distribution system conforming to latest / relevant I.S. 4984 / 1995 specification with all jointiog 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.
600
683400
1139
... More
Providing and laying HDPE pipe PN-6 Class PE-100 Conforming to IS-4984/1995: (JAL NIGAM SOR.33.07) 160 mm dia pipe
650
489450
753
... More
Providing and laying HDPE pipe PN-6 Class PE-100 Conforming to IS-4984/1995: (JAL NIGAM SOR.33.04) 110 mm dia pipe
1100
405900
369
... More
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
23
113942
4954
... More
Supply and carting up to site of work of the following 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 I 200 mm dia
6
175500
29250
... More
Sluice valve class I 150 mm dia
8
156000
19500
... More
Sluice valve class I 100 mm dia
10
143000
14300
... More
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.
40
1360000
34000
... More
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).
280
1036000
3700
... More
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 all respect as Direction of Engineer in Charge.
200000
10562000
52.81
... More
Sewerage Treatment Plant (STP) 230 KLD+Operation & Maintenance for 3 Year
1
12599750
12599750
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