Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Civil Works Water Works
Eprocure
Opening Date23 Jun 2020
Closing Date14 Jul 2020
Tender Amount₹ 1,02,06,746
Costs
EMD
₹ 7,10,340Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UPJDA_486529_1Bid Award Id
ViewTender No
247/JDA/2020-21Tender Authority
Jhansi Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Carrigae of manure upto 5 K.M. (DSR-1.1.3)
1950
-
111.78
Mixing of manure in the required proportion specified or directed by the Officer-in-charge.(DSR-2.9)
1950
-
28.15
Preparation of beds for 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 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]
360
-
171.77
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 menure and maintenance 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 = 36 x 2.10 = Rs. 75.60(DSR-2.39.5)
24429.48
-
66.29
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 separately). In rows 5 cm apart in both directions(DSR-2.10.1)
4900
-
13.63
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by 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 separately)
(i) Holes 90 cm dia, and 90 cm deep(DSR-2.14.2)
1490
-
114.34
Holes 45 cm dia, and 45 cm deep.(DSR-2.14.4)
285
-
14.99
Anti termite treatment by digging holes 30 cm deep and 4 cm dia, 6 to 7 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)
1490
-
45.46
Supplying & filling & Good earth by cartage upto 8 Km from the site.AR-I
3664.42
-
313
Kadam ( Height 6' to 8' and ) with transpotation charge.
200
-
300
Ashoka Tree (height 10 to 13' ) with transpotation charge.
150
-
1300
Botal Palm tree ( height 10' to 12' ) with transpotation charge.
150
-
1300
Junipras (height 4 'to 5' and )with transpotation charge
200
-
400
Molsri (height 8' to 10') witrh transpotation charge
150
-
250
Fikus (height 4' to 5') witrh transpotation charge.
200
-
250
Fenikus palm (height 8' to 10') witrh transpotation charge.
100
-
400
Fostal palm (height 8' to 10') witrh transpotation charge.
90
-
1300
Saiekus (height 8' to 10') witrh transpotation charge.
50
-
2700
Arika palm (height 6' to 7') witrh transpotation charge.
100
-
400
Chukrasia (height 8' to 10' )witrh transpotation charge.
100
-
300
Juniper Shrub
200
-
150
Gold Foliage Shrub
85
-
100
PART-A RECHARGE WELL
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 depthPWD-251
185.97
-
139
In all kind of soil upto 1.5m to 3.0m. depthPWD-251+254
185.97
-
159.4
In all kind of soil upto 3.0m to 4.5m. depthPWD-251+254*2
185.97
-
179.8
In all kind of soil upto 3.0m to 4.5m. depthPWD-251+254*3
47.43
-
200.2
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)
50.07
-
3974
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]
150.8
-
5538
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im 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 tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. (PWD.284 i)
11.16
-
7155
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)
1314.09
-
56.66
15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand PWD 17.59 (II)
558.78
-
175
Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:
With 20x20mm square bar19.15.1/1.1405
117
-
370.19
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
M.D. -10- Circular shape 560mm internal diameter19.19.3.1/1.1405
12
-
1290.22
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 & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level.
Drilling of 300mm dia bore hole manually.23.1.1.1/1.1405
60
-
449.19
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized 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. 150 mm nominal size dia23.4.2/1.1405
60
-
654.23
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
10.59
-
1163.13
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.23.6/1.1405
10.59
-
1163.13
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
10.59
-
1163.13
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-incharge 23.8/1.1405
6
-
1313.2
PART C
DRAINAGE NETWORK
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c 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 :
With common burnt clay F.P.S.(non modular) bricks of class designation 7.518.33.1/1.1405
75
-
8144.15
Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth
Pipes 80 mm to 300 mm diameter2.10.1.2/1.1405
300
-
319.33
Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.
150mm diameter19.1.2/1.1405
300
-
438.58
Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.
150mm diameter19.2.2/1.1405
300
-
876.06
PART-B (BORING WITH PUMP)
Drilling of 200 mm dia bore hole.
375
-
600
Supply of 125 mm dia MS pipe as per IS1239
300
-
1600
Supply of 125 mm dia slotted MS pipe
75
-
1800
Supply and fixing of nylon jali around the slotted pipes complete as required.
3
-
5000
Providing and packing of coarse sand / pea gravel around the pipe.
3
-
6000
Transport of boring tools other required equipements and installation at site.
3
-
50000
Supply of submersible pump of make KSB (Cora) for 200 lit/min discharge at 50 meter head with control panel, support wire etc complete.
3
-
45000
Providing 3 core PVC insulated submersible cable. (from pump panel to submersible pump)
450
-
100
Providing and fixing 65 mm dia. G.I. pipe complete with Fittings and clamps including cutting and making good the wall etc.
375
-
451.7
Providing and fixing 65 mm dia. brass gate valve with CI wheel of approved quality.
3
-
1290
Lowering of 125 mm dia MS pipe in bore hole
including cutting, jointing etc complete.
150
-
150
Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respect.
3
-
10000
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.
3
-
15000
Testing and development of tube well.
3
-
5000
PART-C WATER SUPPLY
Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work) 65mm nominal bore.18.12.7
150
-
627.79
50mm nominal bore.18.12.6
180
-
495.62
40mm nominal bore.18.12.5
150
-
423.63
32mm nominal bore.18.12.4
120
-
372.38
Supplying and fixing of specials for pressure pipe. 10% of item no.8
1
-
29161.03
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 65mm nominal bore.18.17.5
4
-
1304.78
50mm nominal bore.18.17.4
6
-
762.12
40mm nominal bore.18.17.3
4
-
594.83
32mm nominal bore.18.17.2
2
-
509.64
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 180mm 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
30
-
8144.15
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