Allahabad Development Authority Tender
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Allahabad Development Authority - ADA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Aug 2022
Closing Date29 Aug 2022
Tender AmountRefer Documents
Costs
EMD
₹ 18,34,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Widening Strengthening And Beautification Of Thornhil Road From Indira Gandhi Crossing To Dhobighat Crossing Prayagraj
Description
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Contact
Tender Id
2022_ADAUP_721553_1Bid Award Id
ViewTender No
PDA/Civil-09/16/08/2022Tender Authority
Allahabad Development Authority ViewPurchaser Address
-Website
http://http://adaallahabad.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
Dismantling of Granular Courses and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
1800
-
90
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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches 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 Engineer- in charge upto a distance of 30 M. from the foundation trenches.
4477.13
-
90
... More
Disposal of dismantling material and excavated extra earth lead upto 7 km. with unloading
9502.13
-
180.5
... More
Class-150 Brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour, curing and T&P etc. required for proper completion of the work.
75.6
-
4380
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12mm thick plaster with cement and coarse sand mortar in 1:3 over brick work minimum thickness not to be less than 1 cm. including supply of all materials, labour and T&P etc. required for proper completion of the work.
119.25
-
170
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Compacting Original Ground supporting embankment (Case-II) Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
1125
-
122.2
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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Grading - V/Material)
2370
-
2471.1
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
1875
-
2650.3
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Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
7000
-
14.7
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Dense Graded Bituminous Macadam Grading-II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using Crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
560
-
9559.5
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Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
7000
-
12
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Bituminous Concrete (Grading -II) Providing and laying bituminous concrete with higher capacity batch type hot mix plant using Crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
280
-
11090.3
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Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409
1000
-
417.8
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-15)
491.25
-
5503
... More
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (RCC-M25) {For Median, Duct main hole cover, RCC Drain & Cover)
1248.56
-
7072.6
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
98.01
-
76279.4
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Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for proper complition of the work saplings of girth upto 30 cms measured at a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared including cost of sand. (SI.No. 255)
927.5
-
380
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Supply, installation, testing and commissioning of Injection Moulded Plastic cable Duct /Trays / channel - Length per pc/per mtr- 1000 mm (appx), W idth (Internal / External)-240 mm/340 mm, Height (Internal/External)-155mm/230mm, Tolerance +/- 1%, Minimum W eight – Top & Bottom –8.0 Kg, Material-Polyolefin–Engineering Plastic, FireProtection Class K-1 in accordance with DIN 53438 part-2, Breaking Load-12 KN at room Temperature with one separator and other necessary technical parameters to carry Electrical cables as required complete with all accessories. the manufacturer of injection moulded cable tray must have manufacturing and supplying experience of minimum 3 years
5000
-
2597
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M.S. Grills / Stair case railing / gates / trusher / racks etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. (S.I. No. 502(a)
3520
-
6150
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Providing, laying and fixing of 1000mm dia N.P. 3 Hume pipe.
150
-
7098
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Providing, laying and fixing of 350mm dia N.P. 3 Hume pipe.
275
-
1856
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Supply & laying of 100mm thick Precast cement concerete I-Shape Interlocking paver blocks (Coloured) ISI mark confirming to IS: 15658-2006 with top layer of minimum 5 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 50Mpa and weight 5 kg per including cost of material, with a blanket layer of 4.00cm. thick fine sand. including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge.
3250
-
940
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Quality Checking for N.D.T. and Sonography by IIT Roorkee / IIT Kanpur / BHU
1
-
500000
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 .The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of work.
375
-
615
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Provinding and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 5 mm is exclusive applied glass beads as per IRC 35 The Finished surface to level , uniform and free from streak and holes (For Repeated Bar/Bar Marking)
216
-
893.4
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Painting on divider 1 coat priming and two coats of enamel paint including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
1323
-
140
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Supply, fixing and hoisting of 6.00-7.00 m. span Cantilever Structure in position with one vertical post of 6.00 M. clear height from the top of R.C.C. foundation made of 300 mm. dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffners & two nos. 8 mm thick MS plates at top welded with structure of 40 mm NB (M) pipe comprising of horizontal, vertical & bracing pipe of 32 mm NB (M) as per structural design requirements & approved drawing with vertical & lateral clearance given in clause 802.2 & 802.3 including one coat of primer and two coats of synthetic enamel paint on the whole structure & installed as per clause 802.7 over a designed support system made up of concrete including excavation, lean concrete 1:4:8 cement, coarse sand and approved 20 mm grit and R.C.C. 1:2:4 with cement, coarse sand and approved 20 mm grit complete for fixing the complete structure in position as per direction of E/I charge.With 7years warranty.ates include design, fabrication, supply, transportation and erection of the signage structure inclusive of all taxes, royalty, etc. all T&P/ machine material and labour required for proper completion of the work.
2
-
125000
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Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro- reflective sheet conforming to Type-IV of ASTM: D 4956-09 shall be pressure fixed. The retro- reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm.
32.94
-
6645
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Direction & Place identification Signs
4
-
6990
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Advance Direction Signs
2
-
6300
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Advance Rotary
2
-
6300
... More
Direction Signs
4
-
6300
... More
Reassurance Signs
4
-
6300
... More
Truck Laybyes / Car Parking
4
-
6300
... More
Facility information signs
2
-
6300
... More
Reflective Raised Pavement (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitirite) of HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable matrerial approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro- reflecting surface shall not be less than 13.00 sq. cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surface of the markers shall be imediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contrator who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the E/I.
35
-
195
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Solar Power road marker (Solar studs) The solar studs shall be made of Aluminium alloy and poly carbonate materials which shall be absolutely weather resistant and strong enough to suppor a load of 13.635 kg tested in accordance with ASTM D4280 its colour may be white red, yellow green or blue or combination as directed by the Engineer its water resistance shall meet the requirements of IP 65 in accordance with IS " 12063 1987 category 2 for protection against water ingress. The dmensions of solar studs shall not be less than 100 mm x 100mm x 10mm. It shall have super bright LEDs so as to provide long visibly from a distance of more than 800m. its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperature range of 400C to 550C. Its life shall be not less than 3 years. The rate shall include all materials, labour, equipments, fabrication, transportation, erection installationand incidentals all complete as per direction of the Engineer-in-Charge.
18
-
2695
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(a) 90cm equilateral triangle with diffinitation plate size (20cm x 60cm)
1
-
4065
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(b) 90 cm high octagon
1
-
4820
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(c) 30 x 90 cm (Left/Right) Object Hazard
1
-
3315
... More
(d) 45 x 90 cm two way Object Hazard
1
-
3820
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60cm below ground lvel as per approved drawing (Hazard Marker)
4
-
4252
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67- 2012 clause 14.60) (Give Way/
12
-
4793
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Supplying & installation of 10 mtr. long galvanised Octagonal pole at site of works having 100mm at top and 200 mm at bottom, made out of minimum 4mm thick Galvanized sheet, Octagonal Pole duly painted with PU paint of approved colour/ shade, complete with Complete with Single Brackets of 1.5 Meter Length with provison of pass through wire for light fixturee connections, including 225mm x 225mm x 16 mm base plate with suitable hole for fixing the pole , suitable for wind speed of 169 km/hr and suitable hinged opening with locking arrangment. The pole shall be complete with 1 No. 10amp DP MCB and 2 numbers 15 amp. 4 way connectors as required including 2nos. earthing stud with a set of 4 numbers M24 x 750mm long "J" type EN 8 grade foundation bolts along with suitable template as per drawing and as required for the 10 mtr long pole.
30
-
18800
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Providing and making foundation for 10 Meter high pole complete in all respect including excavation, back filling,all material, steel reinforcement with cold twisted bar, PCC with 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) & main foundation 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 24 mm nominal size), fixing of 'J' Bolts ('J' bolts provided by other agency) including curing, back filling etc. as required, including suitable length of 32 mm GI pipe for cable entry size & design of foundation shall be as per requirement complete as required.
30
-
3000
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SITC of 4.0 mtr Al step tubular pole, Pole should have Anti rust coating & should be PU Painted, 4 nos of foundation nut & bolt (16mm dia & 600 mm long with templates) with a base plate of 250mmx250mm, Base Plate thickness-15mm. Pole Thickness- 3.0mm. Pole Base OD up to 1 mtr - 1.2 mtr of 102mm dia, then 6 mm OD Pole should have a din rail for MCB mounting provision with Bakelite sheet and 32 mm Electrical Connector with Bubble sheet Packing suitable for BOQ article 1a as per approved vendor of Lighting fixture manufacturer makes Disano.
30
-
8000
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Providing and making foundation for 4 Meter high pole complete in all respect including excavation, back filling, steel reinforcement with cold twisted bar, PCC with 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) & main foundation 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), fixing of 'J' Bolts ('J' bolts provided by other agency) including curing, back filling etc. as required, including suitable length of 32 mm GI pipe for cable entry size & design of foundation shall be as per drawing complete as required.
30
-
1500
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SITC of IP66/IK08 STREET Light, Fixture should be with maximum LED wattage of 54 W. Fixture housing should be made of Die cast Al, in vandal-resistant V2 self- extinguishing polycarbonate, UV- stabilized. Optics: Optics made of PMMA with high temperature resistance and UV rays. Flow recovery in V0 polycarbonate, metallized high yield. Diffuser: in transparent, vandalresistant and V2 self-extinguishing polycarbonate, UV-stabilized Standard supply: Automatic temperature control inside the device with automatic resetting. Safety diode to protect against voltage peaks compliant with EN 61547. With dedicated electronic device to protect the LED module. Complete with quick connection. LED: Power factor ≥0.9 Luminous flux maintenance should be 70% 60000h (L70B20), CRI should be 4000K, CRI70. Minimum LED lumen package should be 6000lm with minimum LED efficacy of 110lm/W. Fixture should have reputed LED like lumiled, cree or Nichia, LM 79 & LM80 must be provided at the time of execution. Manufacturer name should be embossed on Fixture. Fixture should be made in Europe & country of origin would be required before procurement. As per approved make- (DIsano, Bajaj, Wipro, Philips)
30
-
28080
... More
SITC of IP65 Step Light IK08, CE Certified & As per ENEC norms, Step Light should be with with 4.5 WLED, Lumen Output 450Lm, Housing made of vandal resistant fibre glass grey color, Frame SS AISI 316, Diffuser tempered Glass. Fixture should have reputed LED like lumiled, cree or Nichia, LM 79,LM80 and sample must be provided before procurement for approval. Manufacturer name should be embossed on Fixture. Fixture should be made in Europe & country of origin would be required before procurement. (DIsano, Bajaj, Wipro, Philips)
30
-
9944
... More
Supplying and stacking of good earth at site including royalty andcarriage upto 1 km (earth measured in stacks will be reduced by 20% for payment).
1410.36
-
515
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Supplying and stacking sludge at site including royalty and carriage upto 5km complete (sludge measured in stacks will be reduced by 8% for payment)
470.12
-
294
... More
(a) Screened through sieve of I.S. designation 4.75mm
470.12
-
319.9
... More
(b) Rough dressing the trenched ground including breaking clods.
4452
-
1.5
... More
Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
4452
-
4.9
... More
Fine dressing the ground
4452
-
3.7
... More
Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/and good earth to be paid separately).
2350.6
-
52.35
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Mixing earth and sludge or manure in proportion specified or directed.
2350.6
-
36.55
... More
Providing & laying Selection no. 1 doob 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
4452
-
87.5
... More
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)
1246
-
222.85
... More
(a) Holes 1.2 m dia and 1.2 m deep
18
-
335.5
... More
(b) Holes 60 cm dia, and 60 cm deep
27
-
43.75
... More
(c) Holes 45 cm dia, and 45 cm deep
90
-
18.7
... More
(a) Tree Plant
135
-
6.4
... More
(b) Shrub Plant
126
-
3.2
... More
(c) Hedge Plant
1120
-
2.15
... More
Half brick circular tree guard in bricks internal diameter 1.25 metre and height 1.2 metre above ground and 20 m below ground bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement : 6 fine sand) and the intermediate courses being in dry horny comb masonry and per design complete With Common Burnt Clay FPS brick of class designation 5
135
-
1626.45
... More
Providing and Displaying of Araucaria cookie having ht. 90 cm to 120 cm,straight, well developed, fresh and healthy with lush green leaves from bottom to top in 25
10
-
256.25
... More
Providing and displaying of Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
10
-
157.85
... More
Providing and stacking of Alstonia scholaris of height 150-165 cm. in bag of size 25 cm as per direction of the officer-in-charge.
10
-
65
... More
Providing and stacking of Azadirachta indica (Neem) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge.
10
-
65
... More
Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
10
-
70
... More
Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in charge
10
-
550
... More
Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in charge.
10
-
65
... More
Providing and stacking of Cassia nodosa of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
10
-
65
... More
Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer in-charge.v
10
-
60
... More
Providing and stacking of Ficus elastic Decora (Rubber) of height 45-60 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge
10
-
65
... More
Providing and stacking of Ficus infectoria (Pilkhan) of height 150-165 cm in big polybag of size 25 cm as per direction of the officer- in-charge.
10
-
65
... More
Providing and stacking of Jacaranda mimosifolia of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
10
-
60
... More
Providing and stacking of Magnolia grandiflora of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.v
10
-
380
... More
Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge
10
-
225
... More
Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer- in-charge.
10
-
100
... More
Providing and stacking of Caesalpinia pulcherrima species of height 45-60 cm. in earthen pot of size 20 cm as per direction of the officer-in-charge.
20
-
45
... More
Providing and stacking of Putranjiva roxburghii of ht. 60-75 cm in bag of size 20 cm as per directi of the officer-in-charge
20
-
30
... More
Providing and stacking of Tabernaemontana coronaria (Chandni single) of height 90-105 cm, bushy in big size HDPEbag as per direction of the officer-in-charge.
20
-
80
... More
Providing and stacking of Thevetia nerifolia of height 60-75 cm. with 5-6 branches in poly bags of size 25 cm as per direction of the officer-in-charge
20
-
45
... More
Providing and stacking of Thevetia nerifolia of height 60-75 cm. with 5-6 branches in poly bags of size 25 cm as per direction of the officer-in-charge
20
-
45
... More
Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara, Mohan, Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra, Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
20
-
40
... More
Providing and stacking of Jasmine grandiflorum (chameli) of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
20
-
30
... More
Supply installation of customizable carts / vending zone shops with Supply, fixing and hoisting of 2.40 m. span Cantilever. Structure in position with one vertical post of 3.00 M. clear height from the top of R.C.C. foundation made of 300 mm. dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffners & two nos. 8 mm thick MS plates at top welded with structure of 40 mm NB (M) pipe comprising of horizontal, vertical & bracing pipe of 32 mm NB (M) as per structural design requirements & approved drawing with vertical & lateral clearance given in clause 802.2 & 802.3 including one coat of primer and two coats of synthetic enamel paint on the whole structure & installed as per clause 802.7 over a designed support system made up of concrete including excavation, lean concrete 1:4:8 cement, coarse sand and approved 20 mm grit and R.C.C. 1:2:4 with cement, coarse sand and approved 20 mm grit complete for fixing the complete structure in position as per direction of E/I charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the signage structure inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of the work with flooring and covering an area of 9sqm as per as-built drawing approved by E/I.
5
-
650000
... More
Supply installation of customized chairs, the chairs to be of size 500mm x 500mm and seat height 450mm with back height 900 mm. The legs of the chair to be made in 20mm dia SS pipe as per design and seat and back to be made in precast moulded high density plastic as per approved design by Engineer-incharge
20
-
6500
... More
Providing and Fixing customized sitting bench of size 2100mm x 900mm and sitting height of 450mm made in MS pipe with approved powdercoating as legs and with 19mm BWP ply clad on top with approved 75mm upholstry in leatherette as per selection. Item to include all material, labour and carriage in all leads, scaffolding and lifts complete as per entire satisfaction of the Engineer-incharge
10
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8500
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