Jhansi Development Authority Tender

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Jhansi Development Authority - JDA Tender

Works
Eprocure
Opening Date23 Jul 2020
Closing Date11 Aug 2020
Tender Amount₹ 35,61,790 
Notes
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Costs

Description

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BOQ Items

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Cartage of Baleast, Kanker, coal, grit or sand etc. including loading and unloading but excluding stacking on pucca road i/c (1 km cartage.) As per SOR NO. 231 (a) page no.-33

131.25

-

100.7

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First class brick work in 1:4 cement and fine sand of 1.25 FM, mortar in foundation and plinth including supply of all material, labour and T & P etc., required for proper completion of the work. As per SOR NO. 307

14.25

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6160

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Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse 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. As per SOR NO. 281

8.75

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4175

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Providing and laying of 80 mm interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all material, labour, T & P etc., required for proper completion of the work. As per New Item Pg. No. 58

152.5

-

800

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Cement concrete with 2 cm (0.75") gauge approved stone ballast, approved coarse and 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. As per New Item Pg. NO. 37

3

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5815

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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 and smooth. No extra for mixing any additive. As per SOR NO. 17.58 page no. 54

61.5

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175

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One priming coat & one coat oil distemper on new work including supply of all materials, labour and T & P etc., required for proper completion of the work. But for every coat after the first coat. As per SOR No. 649 + 650

2394

-

70

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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 and one coate of approed 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 ISI No. 103 - 1950. But for every coat after 1st coat details of coat for 650 sft, area As per SOR No. 641 + 642

161

-

95

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S/f of RCC Bench Including unloding with all taxses and transportation at the side diretion as per Engineer Incharge. M/R

20

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6000

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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, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 day and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. DSR. 2.12-2018

1870

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53.6

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Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surpls soil, by spreading and neatly leveling within alead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). DSR. 2.1- 2018

561

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68.7

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Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm 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 establish properly, as per direction of officer in charge. DSR. 2.34

1870

-

84.35

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Supplying and stacking at site dump manure from approved source including carriage upto 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- 2018 + 1.13

281

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287.75

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Carrige of manure up to 5 km DSR.1.1.3

281

-

111.78

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Mixing earth and sludge or manure in the required proportion specified or directed by the officer-in-charge. DSR. 2.9- 2018

281

-

32.1

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Preparation of beds for hedging and shrubbery by excavating 60cm 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 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 fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable 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) DSR. 2.13 - 2018 Qty same as item no(14+15)

562

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195.9

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Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, headge, 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 maintencance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide, lawn mover and brush cutter with fuel will be provided by the Department & other T & P material/articles shall be provided by the contractor) Play grounds / Public parks (as per yard stick 1mali =2.00Acre) (for 36 month@ 2.10 Per Month = 36X2.10=Rs.75.60 DSR. 2.39.5 - 2018 Qty same as item no-12

1870

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75.6

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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 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 separately). In rows 5 cm apart in both directions. DSR.2.10.1- 2018 Qty same as item no-12

3740

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15.55

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Digging holes in ordinary soil and refilling th same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flodding 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 separately) (a) Holes 45 cm dia, and 45 cm deep DSR. 2.14.4

55

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17.1

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(b) Holes 60 cm dia, and 60 cm deep DSR. 2.14.3

90

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39.95

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Anti termite treatment by digging holes 30 cm deep and 4 cm dia, 3 to 4 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge. DSR. 2.54

140

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51.85

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Supplying & filling & Good earth by cartage upto 8 km from the site. A/R-I

560.97

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313

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Providing and planting different variety plants well establish, well developed and multi branch includig loading, unloading and carriage (As per market rats) (i) Kadam (Height 6' to 8' and) with transpotation charge.

20

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300

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(ii) Ashoka Tree (Height 10' to 13' and) with transpotation charge.

12

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1300

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(iii) Botal Palm tree (Height 10' to 12' and) with transpotation charge.

16

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1300

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(iv) Junipras (Height 4' to 5' and) with transpotation charge.

10

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400

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(v) Molsri (Height 8' to 10' and) with transpotation charge.

10

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250

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(vi) Fenikus palm (Height 8' to 10' and) with transpotation charge.

30

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400

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(vii) Fostal palm (Height 8' to 10' and) with transpotation charge.

8

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1300

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(viii) Saiekus (Height 8' to 10' and) with transpotation charge.

8

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2700

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(ix) Arika palm (Height 6' to 7' and) with transpotation charge.

10

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400

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(x) Chukrasia (Height 8' to 10' and) with transpotation charge.

22

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300

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(xi) Juniper Shrub

15

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150

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(xii) Gold Foliage Shrub

10

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100

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Complete maintenance of the trees (Out side garden features), jobs like making of basin at regular interval i/e watering, weeding, pruning & application of fertilizer etc, (excluding the cost of material which shall be supplied by the department and other T & P material/articles shal be provided by the contractor) and as per direction of officer in charge. DSR. 2.42.1 Per plant per month Rs. = 66.80 (140 plant X 36 month) = 10080

5040

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66.8

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PART-B IRRIGATION SYSTEM (BORING WITH PUMP) Drilling of 200 mm dia bore hole.

125

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600

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(i) Supply of 125 mm dia MS pipe as per IS 1239

100

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1600

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(ii) Supply of 125 mm dia slotted MS pipe

25

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1800

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(iii) Supply and fixing of nylon jali around the slotted pipes complete as required.

1

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5000

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(iv) Providing and packing of coarse sand / pea gravel around the pipe.

1

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6000

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(v) Transport of boring tools other requipements and istallation at site.

1

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50000

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(vi) Supply of Submersible pump of make KSB (Cora) for 200 lit/min discharge at 50 meter head with control panel, support wire etc complete.

1

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45000

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(vii) Providing 3 core PVC insulated submersible cable. (from pump panel to submersible pump)

150

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100

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(viii) Providing and fixing 65 mm dia. G.I. pipe complete with fittings and clamps including cutting and making good the the wall etc.

125

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451

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(ix) Providing and fixing 65 mm dia. Brass gate valve with CI wheel of approved quality.

1

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1290

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(x) Lowering of 125 mm dia MS pipe in bore hole including cutting, jointing etc complete.

50

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150

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(xi) Supply and fixing of tube well accessories i.e. well cap, clips, clamps etc. to complete the job in all respect.

1

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10000

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(xii) Fixing, testing and commissioning for erection and lowering of submersible pump, 65 mm dia GI column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clips, pressure gauge, connection line and all other accessories required for the proper completion of the work.

1

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15000

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(xiii) Testing and development of tube well.

1

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5000

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PART-C WATER SUPPLY Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work) 65mm nominal bore. 18.127

50

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627.79

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(i) 50mm nominal bore. 18.12.6

60

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495.62

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(ii) 40mm norminal bore. 18.12.5

50

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423.63

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(iii) 32mm nominal bore. 18.12.4

30

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372.38

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(iv) Supplying and fixing of specials for pressure pipe. 10% of item no.8

1

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29161

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(v) Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 65mm nominal bore. 18.17.5

2

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1304.78

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(vi) 50mm nominal bore. 18.17.4

2

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762.12

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(vii) 40mm norminal bore. 18.17.3

2

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594.83

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(viii) 32mm nominal bore. 18.17.2

2

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509.64

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(ix) Constructing brick masonry chamber 600 X 600 X 750 mm inside with F.P.S brick work in cement mortar 1:4(1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 : 3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design 18.33.1

5

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8144.15

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PART-D (A) RECHARGE WELL (i) Earth work in excavation by mechanical means (Hydraulic excavatior)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan)including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m depth. PWD-251

22.59

-

139

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(ii) In all kind of soil upto 1.5m to 3.0. depth PWD-251+252

22.59

-

159.4

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(iii) In all kind of soil upto 3.0m to 4.5 depth PWD-251+254*2

22.59

-

179.8

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(iv) In all kind of soil upto 3.0m to 4.5 depth PWD-251+254*3

15.81

-

200.2

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Providing and laying in cement concrete 1:4:8 (1 cement ;4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. (PWD-281

2.06

-

4175

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M-150 brick work in 1:4 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. (PWD-303+307-306)

22.86

-

6160

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R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1:5:3 in Slab and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and toos and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200 (PWD-284)

1.27

-

6915

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P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. (PWD-504)

1.5

-

5950

... More
15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level ibncluding internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand PWD 17.59 (ll)

49.46

-

220

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Providing M.S. foot rests including fixing in manoholes with 20X20X10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 30mm nominal size) as per standard design: With 20X20mm square bar 19.15.1/1.1405

13

-

370.19

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Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D.-10- Circular shape 560mm internal diameter 19.19.3.1/1.1405

2

-

1471.5

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Boring/drilling bore well of required dia for casing/strainer pipe, by Suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & runing charges of all equipments, tools, plants & machineries reqired for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth bepth below ground level. Drilling of 300mm dia bore hole manually. 23.1.1.1/1.1405

20

-

449.19

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Supplying, assembling, lowering and fixing in vertical position in bore well unplasticize PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150mm nominal size dia23.4..2/1.1405

20

-

746.15

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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge..23.5/1.1405

3.53

-

1163.13

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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thckness, for all leads & lifts, all complete as per direction of Engineer-incharge.23.6/1.1405

3.53

-

1163.13

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Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.23.7/1.1405

3.53

-

1163.13

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Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-incharge23.8/1.1405

2

-

1497

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PART-D (B) DESILTING CHAMBER (i) Earth work in excavation by mechanical means (Hydraulic excavatior)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan)including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m depth. PWD-251

39.4

-

139

... More
(ii) In all kind of soil upto 1.5m to 3.0. depth PWD-251+252

39.4

-

159.4

... More
(iii) In all kind of soil upto 3.0m to 4.5 depth PWD-251+254*2

32.83

-

179.8

... More
Providing and laying in cement concrete 1:4:8 (1 cement ;4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. (PWD-281

4.14

-

3974

... More
M-150 brick work in 1:4 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. (PWD-303+307-306)

15.82

-

5538

... More
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1:5:3 in Slab and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and toos and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200 (PWD-284)

2.45

-

7155

... More
P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. (PWD-504)

288.49

-

56.66

... More
15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level ibncluding internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand PWD 17.59 (ll)

136.8

-

175

... More
Providing M.S. foot rests including fixing in manoholes with 20X20X10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 30mm nominal size) as per standard design: With 20X20mm square bar 19.15.1/1.1405

26

-

370.19

... More
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D.-10- Circular shape 560mm internal diameter 19.19.3.1/1.1405

2

-

1077.51

... More
Supplying and fixing Open GYM at the site direction as per engineer incharge.

1

-

500000



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