Haryana Police Housing Corporation Tender
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Costs
EMD
₹ 14,42,000Document Cost
₹ 20,000Tender Fee
₹ 1,180
Summary
Providing Estate Services For Construction Of 144 Nos T Iii And 24 Nos T Iv Houses In Rtc Bhondsi
Description
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Contact
Tender Id
2024_HBC_343371_1Tender No
2024E3E50903 77D1 4FD3 9C37 8DCB3B6ABB5C57HHCTender Authority
Haryana Police Housing Corporation ViewPurchaser Address
-Website
http://https://hphc.org.in/
GEM & Bid Advisory Services
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BOQ Items
[11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade.
2781.25
86218
31
[11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand)
4272.23
350322
82
[11.9.1]15 mm cement plaster on rough side of single or half brick wall of mix: 1. 1:4 (1 cement: 4 coarse sand)
2854.39
294002
103
[11.92.1]Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade : 1. Two or more coats on new work
1055.75
70735
67
[11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
7015.15
617333
88
[13.18]Providing and fixing hard drawn steel wire fabric 75 mm X 25 mm rectangular mesh with 3.25 mm dia wire fixed on steel windows of standard rolled sections with 3 mm thick flat iron cover moulding of 12.5 mm width fixed with machine screws welded complete in all respect.
112.5
100575
894
[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
6723.81
558076
83
[13.30.1]Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1. Hot finished welded type tubes
50117
5262285
105
[13.31]Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
1408
92928
66
[17.14.3]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading III material
3065.7
3669642
1197
[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications
10723.58
75065
7
[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect.
4405.71
2674265
607
[17.69.3]Interlocking Concrete Block Pavement 3. Providing and Laying 60 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 35 over the bed of 25 mm thick fine sand complete in all respect.
1858.06
977339
526
[17.73]Construction of unreinforced plain cement concrete pavement in M-25 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORTH specifications
2626.5
12798960
4873.01
[20.102]Supplying and fixing 273.10mm M.S. clamp as per IS 226 as amended up to date for supplying the housing pipe supported on two girders not less than ISMB 100mm x 150mm, weight not less than 17.00 kg / m, cross section area not less than 21.67 sq. cm, flange thickness 7.00mm, web thickness 5.40mm, 2.00 m long (each) embedded in suitable foundation as approved by the Engineer-in-charge.
2
4638
2319
[20.103.2]Development of tube well according to clause 9.3 of IS: 2800-1991 (Part-I) as amended up to date and specifications attached and as directed by the Engineer-in-charge of the work including the cost of all consumable stores, fuel, oil, compressors, pumps and machinery etc. as required for the work. 2. Compressor 800cfm x 550 psi
48
333936
6957
[20.11.2]Providing and fixing cast iron double flanged swing check type reflux (non return) valves PN-1.6 marked with IS:5312 including nuts and bolts marked with IS:1363, rubber sheet marked with IS:638 etc., carriage loading, unloading, stacking, handling, re-handling etc. Complete in all respect to the satisfaction of Engineer-in-charge 2. 100 mm i/d
7
23982
3426
[20.114.2]Supplying erection, testing of fully
automatic electric control panel board for
T/Wells in Pump Chamber consisting of
MS sheet of thickness 14 gauge duly
painted box type floor mounted made of
angle Frame containing 1 no. fully
automatic air brake starter suitable for
Motor of the following capacity, Min
switch of suitable range with HRC fuse, 1
no. volt meter (0 to 500 volts), 1 No.
Amp. Meter of 0 to 100 amp. 3 sets of
indicating lamp capacitor of suitable
capacity and 1 no. single phase preventers
with the timer switch including wiring in
panel board and suitable electric energy
meter wiring in Electric Control Panel
Board complete in all respect as per
specification given in Schedule No. II,
Including MCB, suitable, Capacitor,
Wooden Box etc as per site
requirement complete in all respect. 2. 15 HP Motor
2
34786
17393
[20.119.7]Supplying, erection, testing and
commissioning of horizontal motor
pumping set for clear water having head
30.00 m as per the indicated requirements
of discharge in LPM and power capacity
in BHP as per IS marked. 7. Discharge Capacity (LPM) 700 Power Capacity (BHP) 7.5
2
213820
106910
[20.14.3]Providing and fixing cast iron double air valves of size given below marked with IS: 14845 including carriage, loading, unloading stacking, handling, re-handling etc., drilling, tapping, screwing in valves connections complete in all respects to the satisfaction of Engineer-in- charge. (Rate is same for 65mm/80mm/100 i/d pipes) 3. 100 mm i/d
5
12670
2534
[20.15.3]Providing and fixing C.I. Kinetic air valves conforming to and marked with IS: 14845 including carriage, loading, unloading stacking, handling, re-handling etc., drilling, tapping, screwing in valves connections complete in all respects to the satisfaction of Engineer-in- Charge. 3. 150 mm i/d
5
38280
7656
[20.54.1]Providing GI pipes class B marked with IS: 1239 in 3.05 m length, their threading and welding with flanges (Heavy Duty) on both sides, jointing with nuts and bolts ( ‘W’ make), rubber gaskets , lowering into Tube wells and testing including carriage, loading, unloading etc. complete in all respects to the satisfaction of Engineer-in- Charge. 1. 50 mm i/d
100
109800
1098
[20.61]Providing and fixing Ductile Iron Double seal manhole covers and frames of 610 mm x 610 mm with locking arrangement on clear water tanks including cost of setting in Cement concrete 1:2:4 to correct alignment and levels including carriage, loading, unloading etc. complete in all respects to the satisfaction of Engineer-in- Charge.
3
171
57
[20.63.1]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note: E/W to be measured and paid separately.
` 1. 100 mm i/d
341.38
323283
946.99
[20.63.2]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note: E/W to be measured and paid separately.
` 2. 150 mm i/d
2468.88
3389772
1373
[20.63.5]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note: E/W to be measured and paid separately.
` 5. 300 mm i/d
25
76875
3075
[20.66.2]Cutting DI pipe and chipping or filling the surface to a uniform finish 2. 150 mm i/d
2
56
28
[20.67.2]Joining DI socketed pipes, valves and special with rubber tyton joints fitted complete including cost of labour and tools etc. and tested complete. 2. 150 mm i/d
2
60
30
[20.68.1]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 1. Up to 300mm dia
855
54720
64
[20.91]Providing and Lowering 225 mm outer dia UPVC pipe threaded (10kg/CM2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge
140
176960
1264
[20.92]Providing and lowering 225mm outer dia UPVC filter Jali (10 Kg/CM2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge
140
16940
121
[20.94]Providing and fixing UPVC cap for 225mm outer dia UPVC pipe (10kg/cm2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge
2
1416
708
[20.96.1]Drilling of 609.60mm dia bore by hydraulic rotary drilling (reverse circulation method) percussion rig according to ISI specification No. 2800-1991 (Part-I) as amended up to date and modified to extent of the specification attached with this schedule of items of work in all kinds of soils and boulders up to 125 mm dia except rocky strata including the cost of all consumable stores, fuel, oil, soil stabilizing material and transportation of rig and other accessories to the site of proposed bore and back including cost of lowering of all size of casing pipe while boring and extracting the same against earth friction etc. complete to the satisfaction of the Engineer-in-charge. 1. Drilling from 0 metre but up to 200 metre BGL
300
261000
870
[20.98]Providing and fixing in position suitable bail plug hook of 219.10mm/273.10mm as per IS 226 as amended up to date, including the cost of M.S. Screwed sockets etc. complete in all respects to the entire satisfaction of the Engineer-in-charge of the work.
2
2318
1159
[20.99]Supplying and packing graded gravel in bore well of size as per ISI 4097, as amended up to date (Grade A) and specification attached with this schedule of item of work. The gravel should be free from dust, dirt or vegetable matters. Packing to be done from the housing pipe to the bottom of liner all around in the bore and will be placed after liner and housing pipes have been lowered and suitably clamped. Thickness and size of the gravel packing will be designed and directed by the Engineer-in-charge strictly as per relevant ISI.
39.58
55061
1391.14
[21.106.29]Supplying, erection, testing and
commissioning of submersible motor
pumping set non clog for sewerage
having head 15.00 m as per the indicated
requirements of discharge in LPM and
power capacity in BHP as per IS marked
including all accessories (like SS Pipes,
SS Chain (Shackle Chain) ,SS Foundation
Bolt, complete base frame, Monorail,
Chain Guide Line, Auto Compiling, Duct
Foot Bend (D/F Bend) etc. complete in all
respect 29. Discharge Capacity (LPM) - 2000
Power Capacity (BHP) - 12.5
2
215204
107602
[21.84.3]Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 3. Size 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with R.C.C. slab)
12
65256
5438
[21.85.3]Extra for every 0.30 metre depth of Inspection chamber 3. 600 mm x 900 mm inside
12
13656
1138
[21.93.2]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening
12
12696
1058
[21.94.5]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 5. 300mm i/d
457.2
241858
529
[22.162.1.1]Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 1.1. 100 mm diameter Class I
15
75660
5044
[22.162.3.1]Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 3.1. 150 mm diameter Class I
10
77200
7720
[22.222.2.2]Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 2.2. Single Socket Type B 110mm o/d SWR UPVC pipe lines laid complete
146.3
47110
322.01
[22.222.2.3]Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 2.3. Single Socket Type B 90mm o/d SWR UPVC pipe lines laid complete
292.61
79882
273
[22.85.3]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 3. 25 mm nominal outer dia Pipes
70
16310
233
[24.5.1.4]MISCELLANEOUS ITEMS 1.4. Supply and jointing three core submersible flat cables of approved make with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors /fountain lights etc with voltage grade 1100 volts marked with IS:694, 1990 including cost of jointing, materials as well as carriage, loading, unloading etc. complete in all respect up to the entire satisfaction of Engineer- in-Charge. Submersible Copper Cable 3 Core 6 sqmm
200
28600
143
[26.1]Supplying and stacking at site of work well-decayed farm-yard manure from any available source, approved by the Engineer-in-charge including screening through sieve of I.S.designation 16 mm with 5 km lead.
300
163800
546
[26.10]Maintenance of fine grass lawn for one year including fertilizer application, DAP @ 20gm/sqm, urea 40gm/sqm, watering, weeding, top dressing with good earth and manure mixture 2:1 @ 0.01cum per sqm, maintaining fine level, regular mowing and removal of rubbish with all lifts and leads.
36338.64
1635238
45
[26.13.1]Digging holes in all kinds of soil, and refilling the same, with the excavated earth, mixed with well decayed farmyard manure (cost of well decayed farm yard manure to be paid separately) 1. Hole 1.2 metre dia and 1.2 metre deep
4000
232000
58
[26.14]`Supplying and planting in prepared pits and watering, healthy , vigorous growing , permanent trees including ,application of 10 ml chlorpyriphos 20% EC, planting desired disease free, 200 cm to 220 cm height ,5 cm to 6 cm calliper size stem , full of foliage ornamental tree sapling each to be supplied in 30cm x 30cm poly bags,
`
500
78500
157
[26.15.1]Maintenance of tree including fertilization, application of insecticide, watering, weeding, training, pruning, 1. Maintenance of tree for one year for the 1st three years of age including weeding, hoeing , plant protection , watering from Deptt. source , application of 10 ml chlorpyriphos four times, 0.0289 cum FYM each,50 gm urea and 50 g DAP twice ,replacement of casualty ,disposal of debris and other activities.etc.
1200
469200
391
[26.16]Pruning, trimming, shaping of mature trees /shrubs (ht 15 feet and above) including removal and disposal of cut materials up to 50m lead.
250
11250
45
[26.19.1]Maintenance of shrub for one year including weeding, hoeing, plant protection, watering from Deptt. source, application of 10 ml chlorpyriphos four times in a year , 0.0289cum FYM each, 20 gm urea and 20 gm DAP twice, replacement of casualty etc. with same species and same age of plant 1. Individual shrubs
2500
725000
290
[26.20]Supply and Planting rare and specimen tree plants in already prepared pits (Ficus starlight 150 cm height , Terminalia 210 cm height, menatalis , Michelia champaca hybrid more than 180 cm height, Cyprus (Golden juniperous ) more than 180 cm height, topiary of 10 to 12 no. well trimmed bolls of more than 30cm size of Ficus nuda, Ficus retusa, Ficus long island , Ficus panda more than 180 cm height, Golden bottle brush , casurina equistefolia , Bottle palm with stem circumference at base more than 40cm ,Washingtonia palm of healthy clear stem height below leaf more Thant 90 cm ) including , fertilizer and insecticides chlorpyriphos 20 ml per pit, planting of 180cm to 210cm tall sapling in position and flooding with water .specie of plant will be decided by engineer in charge.
700
699300
999
[26.21]Maintenance of specimen tree for one year including weeding, hoeing , plant protection , watering from Deptt. source , application of 20 ml chlorpyriphos four times, 0.0289 cum FYM each,50 gm urea and 50 gm DAP twice ,replacement of casualty ,disposal of debris and other activities.etc.
700
407400
582
[26.22.2]Planting seasonal flower in beds 2. Planting flower beds including digging 30 cm deep bed and refilling of beds with excavated soil and FYM 0.0508 cum per sqm , Fertilizer DAP 50 gms and insecticides chlorpyriphos 10ml per sqm , planting of F1 hybrid well bloomed flower saplings to be supplied in polybags at 25cm distance from plant to plant and row to row minimum 15 no . plants per sqm
130
81900
630
[26.23]Maintenance of flower beds for one year including , application of FYM 0.050 cum , insecticide 10 ml, fertilizer 50 gm ,per sqm , planting F1 Hybrid flower seedlings to be supplied in Plastic tray pots/thumb pots in winter, summer and rainy season @ 20cm apart row to row and plant to plant, 25 no. plants per sqm each time each season stacking with Kaanas and including all horticultural practices.
130
63700
490
[26.26]Supply and planting ground cover plants including digging 30 cm deep bed and refilling of beds with excavated soil and FYM 0.0508 cum per sqm , Fertilizer DAP 50 gms and insecticides chlorpyriphos 10ml per sqm , planting of saplings at 23cm distance from plant to plant and row to row, minimum 19 no. plants per sqm
240
58080
242
[26.27]`Maintenance of ground cover plants for one year including application of FYM 0.0508 cum , insecticide 10ml, fertilizer 20 gm ,per sqm, replacement of casualty with same specie of plant and all horticultural practices.
`
240
43200
180
[26.28]`Supply and planting healthy disease free 30 cm to 45 cm height ground cover of rare species plants .i.e. Rasselia, Chlorophytum, Juniperous prostata, Asparagus grass, cuphea chinensis, ipomea, Portulacaria (Jade plant)Zebrina Trades Cantia etc ) including digging 30 cm deep bed and refilling of beds with excavated soil and FYM 0.075cum per sqm , Fertilizer DAP 100 gms and insecticides chlorpyriphos 10ml per sqm , planting of saplings of rare specie of plants to be supplied in 20cm x 20cm ` polybags with full of leaves and in healthy condition at 30cm distance from plant to plant and row to row minimum 15 no. plants per sqm ,and watering
`
240
97920
408
[26.29]`Maintenance of Specimen ground cover plants for one year including application of FYM 0.0508 cum , insecticide 10ml four time in a year , fertilizer 50 gm DAP and Urea each per sqm twice in a year , replacement of casualty with same specie of plant and including all horticultural practices.
`
240
54000
225
[26.3.6]Supplying at site good earth /soil-less media and/ or organic matter, preparation of top dressing mixture or pot media 0.00 0.00 0.00 6. Spreading of sludge, farm-yard manure or/and good earth in required thickness (Cost of sludge, farm-yard manure or/and good earth to be paid for separately)
300
9000
30
[26.30]Supplying healthy, well branched, well bloomed and Planting rose beds including digging 30 cm deep bed and refilling of beds with excavated soil and FYM 0.0508 cum per sqm , Fertilizer DAP 50 gms and insecticides chlorpyriphos 10ml per sqm , planting of hybrid Budded rose saplings to be supplied in earthen pots /20cm x20cm polybags , planting of sapling at 45 cm distance from plant to plant and row to row and 5 no. plants per sqm
200
31800
159
[26.31]`Maintenance of rose beds for one year including application of FYM 0.0289 cum, DAP 100gm ,insecticide chlorpyriphos 20% EC 10 ml, Fungicide Blitox/bavistin 20gm per sqm replacement of dead plants with same specie/quality of plant. `
200
28000
140
[26.34]Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth, mixed with farm-yard manure, supplied at the rate of 1.62 cum per 18 sqm, DAP 0.6kg, Chlorpyriphos 20%EC@ 0.20 litre per 18 sqm and supplying and planting hedge at 30 cm apart in two rows @ 202 no. well trimmed bushy ,multi-branched ,30 cm to 45 cm in height plants to be supplied in 15 cm x 15 cm poly bags per 18 sqm .
1440
331200
230
[26.35]Maintaining the hedges for one year including watering, hoeing weeding trimming and shaping ,replacement of casualty as and when noticed, application of Farm yard manure @ 0.0127 m layer over surface, application of insecticide chlorpyriphos @ 2ml per sqm twice , urea @40gm and DAP @10 gm per sqm once in a year.
1440
352800
245
[26.39.3]Providing Circular /square Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 6 mm nominal size), including required from work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows and height, all complete as per direction of Officer-in-Charge. Filling 2/3rd volume with mixture of good earth and screened manure in the ratio 2:1. 3. cement pots size 45cm x45cm
100
27000
270
[26.4.2]SITE CLEARANCE 2. Surface dressing of ground including removing rank vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m in all kind of soils .
31200
405600
13
[26.41.3]Supplying and display seasonal flowers of F1 hybrid quality in earthen pots at site of work, as specified by Engineer-in-charge including cost of pot. 3. Supply and planting F1 hybrid seasonal plants in well bloomed flowering stage in 30 cm size of pots
500
88000
176
[26.413]Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4 branches and thick stem in 35 cm HDPE bags as per direction of the officer-in-charge.
350
91000
260
[26.43]Maintenance of seasonal plants, Dahlia and Chrysanthemum in pots for one month including replacement of seasonal pot on breakage .
500
7500
15
[26.440]Providing and stacking of Calliandra hybrida of height 105-120 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge.
470
48880
104
[26.443]Providing and stacking of Cassia biflora of height 90-105 cm., well branched, bushy in 30 cm HDPE bag as per direction of the officer-in-charge.
470
54050
115
[26.456]`Providing and stacking of Ficus blackii (F.vivion) (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- charge.`
350
100800
288
[26.461]Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.
600
156000
260
[26.466]Providing and stacking of Hamelia patens of height 90-105 cm. bushy in big size HDPE bags as per direction of the officer-in-charge.
600
69000
115
[26.49]Maintenance of outdoor potted plants in 30 cm earthen / cement pot for one year including watering, application of fertilizer NPK 20:20:20 @20 gm ,and vermi compost 50 gm , manure, snowcem/ apex every month, replacement of pot plate, broken pot, dead plant with same specie of plant etc.
200
82600
413
[26.493]Providing and stacking of Tabernaemontana coronaria (Chandni single) of height 90-105 cm.,bushy in 35 cm size HDPE bag as per direction of the officer-in-charge.
600
55200
92
[26.51]Maintenance of outdoor specimen potted plants in more than 45 cm cement pots/earthen pot for one year including watering, application of fertilizer NPK 20:20:20 @30 gm and vermi compost 100 gm twice , manure, snowcem/ apex every month, replacement of pot plate, replacement of 30% pots every year with same quality plant , dead plant with same specie of plant etc.
200
103200
516
[26.58.1]Supply and installation of garden bench 1. Chair type garden bench with L-shaped sides made of reinforced concrete (M30), thickness 100 mm, overall height 1000 mm, base width 620 mm. Back and seat shall consist of 5 Nos. reinforced concrete planks 1500 mm x 100 mm x 50 mm one plank 1500 mm x 200 mm x 50 mm. Seating height of the bench shall be 450 mm. The bench shall be fixed with nuts on concrete mount, all holes sealed after assembly and installation. All materials required to be as per BIS specifications.
70
336980
4814
[26.59.3]Supply of wooden planter covers for indoor pot plants. 3. Wooden planter for 12 inch pot, outer size 400mm x 400mm x 360mm, made of 40 mm x 20 mm horizontal wooden slats and 30 mm x 30 mm vertical slats fixed with nails, finished with spirit polish and varnish as per specifications complete.
50
104700
2094
[26.70.1]Supply and installation of drip irrigation lines with external emitters/ micro-sprinklers/bubblers 1. LDPE lateral Pipe 16 mm; Class 2 2.5 kg/cm2, complete with all accessories as per BIS standard specifications
2316.48
97292
42
[26.70.3]Supply and installation of drip irrigation lines with external emitters/ micro-sprinklers/bubblers 3. Installation of pressure compensating non-leakage drip emitters complete with all accessories as per BIS standard specifications
883.92
26517
30
[26.70.5]Supply and installation of drip irrigation lines with external emitters/ micro-sprinklers/bubblers 5. Micro sprinkler having 1.5-4 m throw radius with stake, vinyl tubing and all other accessories as per BIS standard specifications
883.92
131704
149
[26.70.6]Supply and installation of drip irrigation lines with external emitters/ micro-sprinklers/bubblers 6. Installation of adjustable flow bubbler with all accessories complete as per BIS standard specifications
457.2
208483
456
[26.71.2]Supply and installation of pop up sprinklers 2. Pop up geared rotors 3/4" inlet and radius ranging from 7-12 m with interchangeable nozzles with check valve and all accessories complete as per BIS standard specifications and setting flow rate as directed.
274.32
492953
1797
[26.72.2]Supply and installation of Rain Gun 2. Rain Gun of Aluminium with brass inlet size 32mm internal diametre with throw radius of 20-35 m, with interchangeable nozzles and arc adjustment and all accessories complete as per BIS standards
4
100076
25019
[26.77]Supply of well grinded in powder form De-oiled Neem cake in packed gunny bags
50
114100
2282
[26.9.1]Turfing lawns with fine grassing ( selection no.1/ Bermuda and Mexican/Neelgiri grass )including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying of selection no. 1 / Bermuda doob grass and Mexican/Neelgiri grass roots, including supplying and spreading of farmyard manure at the rate of 0.60 cum per 100 sqm, maintenance till weed free turf is formed 1. Planting selection no. 1 grass roots in rows 5 cm apart in both directions .
34838.64
1881286
54
[26.9.4]Turfing lawns with fine grassing ( selection no.1/ Bermuda and Mexican/Neelgiri grass )including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying of selection no. 1 / Bermuda doob grass and Mexican/Neelgiri grass roots, including supplying and spreading of farmyard manure at the rate of 0.60 cum per 100 sqm, maintenance till weed free turf is formed 4. Providing and fixing Selection no. 1 grass turf with earth 50mm to 60mm thickness and ramming with required wooden tools, rolling with light roller to make the surface smooth and even
1500
150000
100
[4.12.1]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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil
192.3
14999
78
[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil.
1550.12
128659
83
[4.16.1.2]Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 1.2. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
3267.46
202582
62
[5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar
372.6
217971
585
[5.8.3]Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): 3. From brick work in cement mortar
107.31
177810
1656.98
[6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
99.68
396208
3974.8
[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
77.68
270022
3476.09
[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
314.87
768915
2442.01
[6.10]Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
304.77
27429
90
[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
325.45
1423518
4374
[6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
92.65
553003
5968.74
[6.16]Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
27.24
166524
6113.22
[6.22.2.3]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 2.3. All works up to Plinth Level : M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)
3606.89
11177752
3099
[6.24.1]Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 1. All works up to plinth level
42.67
190620
4467.31
[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns
3008.62
466336
155
[6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
152.76
43078
282
[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform
32
6655
207.99
[6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers
238.92
70720
296
[6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts
1215.82
318544
262
[6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level 6. Thermo-Mechanically Treated bars of grade Fe-500D or more.
46845.68
2857586
61
[6.34.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more.
12178.24
742872
61
[6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
160.9
665305
4134.9
[6.8.2]Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 2. 40mm thick
304.77
40534
133
[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
726.02
2681184
3692.99
[7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
394.8
1530627
3876.97
[9.31]Providing and fixing Hi, Rib profiled sheets 0.60mm TT (Total Thickness) (only ± 0.2mm tolerance allowed) Hi Tensile galvalume/Zincalume steel sheet of the approved make having a hot dip metallic Zinc-Aluminium alloy (AZ-150) coating of minimum (150 gms/sqm) with 550 Mpa yield strength of approved blue colour (RAL-5012) the colour coating shall be as per IS 15965 of SMP or Super Durable Polyester Paint XRW fixed with hex head self-drilling screw sloping roof without curvature as per approved specification, drawing and design of the Corporation
3098.32
1573946
508
[9.57.2]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2. 110 mm diameter
335.28
67056
200
[9.58.1.2]Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1.2. Coupler 110 mm
15
1230
82
[9.58.2.2]Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 2.2. Single push fit Coupler 110 mm
15
1110
74
[9.58.4.2]Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 4.2. Single tee without door 110x110x110 mm
15
2145
143
[9.58.5.2]Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 5.2. Bend 87.5° 110 mm bend
15
1395
93
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron `Y` shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
1506
287947
191.2
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