Saharanpur Development Authority Tender
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of <a href="https://etender.up.nic.in">etender.up.nic.in</a> - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Saharanpur Development Authority - SDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date15 Jul 2022
Closing Date21 Jul 2022
Tender Amount₹ 1,92,30,332
Costs
EMD
₹ 11,62,000Document Cost
₹ 7,900Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_SDA_715090_1Bid Award Id
ViewTender No
2255/3/SDA/S/2022-23Tender Authority
Saharanpur Development Authority ViewPurchaser Address
-Website
http://http://www.sdasaharanpur.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
1.50 m to 3.00 m BGL (S.I.No-251+254)
230
-
102.5
(a) 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 & T&P etc.required for proper completion of the work. sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared. including cost of sand S.I.No-255a
64
-
380
Providing and injecting chemical for preconstruction snttemite treatment and creating and chemical barrier under and around the column pits wall trenches basement excavation top surface in plinth filling junction of wall and floor, along the external per meter of binding expansion joints surrouding or pipes and conduit etc. complete (plinth area of the building at ground floor only shall be measured as per IS 6313(part II 1981) Aldrine emulsifiable concentrate or any other approved material such as heptachlor of chlordane will be used. The rate of application of chemical shall be as follows :- 1- Treatment for massonary and foundation 5 liters per sqm. 2- Back fill in immediate contact with foundation 7.5liters per sqm. 3- Treatment of surface of plinth filling 5 liters per sqm. 4- Treatment of soil along external perameter of building 7.5 liters per sqm . 5- Treatment of soil under external perameter 5 liters per sqm. (New Item/ Ch.-19 )
131
-
200
Concrete with 4cm guage stone ballast, fine sand and cement in proportion of 1:4:8 in foundation and under floors including all material, labour, T&P etc. required for proper completion of work. including cost of binding wire (SOR No 275).
30
-
3630
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (A.R)
41
-
467
R.C.C. work with cement, approved coarse sand and 2cm gauge approved stone grit in the proportion 1:1:2 (M25) excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools and plants etc. required for proper completion of work including cost of binding wire. The Rate excludes making of drip course which shall be paid extra.
-
-
-
In R.C.C. raft foundation and footing. I.No-5.33.1.1/DSR-2021
140
-
5830
In Column, Beam & Slab.I.No-5.33.2.1/DSR-2021
130
-
7300
M.S. (tor steel or plain) in plain work such as R.C.C or R.B. work including bending for proper shape and including supply of steel and its wastage, Bend, hooks and authorized over lapping shall be measured and including cost of binding wire (A.R.)
325
-
9190
M-150 Brick work in1:4 cement & four coarse sand in foundation and plinth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SI-305(a)
25
-
4600
(a) Same as above item no. but in 1:4 (One cement & four coarse sand) mortar. in superstructure including necessary Cutting & moulding of bricks as required thickness of walls not to be less than 1 brick. SI-305a+309+310
17
-
5040
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately)
-
-
-
40mm thick Red sand stone - exposed face fine dressed with rough backing. (I.No-8.14.1.4/DSR-2021)
750
-
2366
As above but 40mm thick White sand stone - exposed face fine dressed with rough backing .(I.No-8.14.3.4/DSR-2021)
950
-
3317
Providing and fixing non corrosive wedge expansion type hold fastner/dash fastner with washer including bolt of minimum size 58.7X12mm on C.C/R.C.C./ brick masonary surface backing including drilling necessary holes etc. complete. (I.No-8.8.1.3/DSR-2021)
8500
-
39.2
Providing and fixing stainless steel cramps of required size & shape in RCC/CC/brick masonary backing with cement mortar 1:2 (1 cement:2 coarse sand) including drilling necessary holes. in stones and embedding the cramp in the holes. (I.No-8.7.2/DSR-2021)
825
-
450
Makrana white second quality Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with (I.No-11.23.1/DSR-2021)
150
-
1344
Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) 12.45.1 : 2011 (Board with BIS Certification marks) (I.No-12.45.2/DSR-2021)
75
-
900
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:
(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-incharge.
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
-
-
-
With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (I.No-22.7.1/DSR-2021)
194
-
1082
Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. (I.No-22.22/DSR-2021)
150
-
288
Landscape
-
-
-
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. (where machine can not move ) S.I.no-251
700
-
90
Cleaning Jungle including uprooting of rank, vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared.S.I.no-259
4528
-
3.2
Concrete with 4cm guage stone ballast, fine sand and cement in proportion of 1:4:8 in foundation and under floors including all material, labour, T&P etc. required for proper completion of work. including cost of binding wire (SOR No 275+Diff in cost of brick and stone ballast).
445
-
3630
R.C.C. work with cement, approved coarse sand and 2cm gauge approved stone grit in the proportion 1:1:2 (M25) excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools and plants etc. required for proper completion of work including cost of binding wire. The Rate excludes making of drip course which shall be paid extra.
-
-
-
In R.C.C. raft foundation and footing. (I.No-5.33.1.1/DSR-2021)
18
-
5830
In Column, Beam & Slab.(I.No-5.23.2.1/DSR-2021)
14
-
7300
M.S. (tor steel or plain) in plain work such as R.C.C or R.B. work including bending for proper shape and including supply of steel and its wastage, Bend, hooks and authorized over lapping shall be measured and including cost of binding wire. (A.R.)
16
-
9190
M.S. or iron work in M.S. Grills/Stair case railing/gates/trusher/racks etc. of small size and section such as holding down bolts, hold fasts, tierods, grating, etc. brought to required form including supply of steel bolts, nuts, wastage etc. and their fixing required for proper completion of the work.S.I.No-502
-
-
-
Same as in item 502 above but in M.S. Grills / Stair case railing/gates/trusher/racks etc. S.I.No-502a
21
-
6150
M-150 Brick work in1:4 cement & four coarse sand in foundation and plinth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SI-305(a)
102
-
4600
(a) Same as above item no. but in 1:4 (One cement & four coarse sand) mortar. in superstructure including necessary Cutting & moulding of bricks as required thickness of walls not to be less than 1 brick. S.I.No-305a+309+310
59
-
5040
Supply and fixing of 25mm thick Kota stone in flooring 20 mm thick and joint filled with 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12 mm base coat (bedding) of 1:2 cement & coarse sand morter and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. New Item2/Ch.14
2880
-
930
Providing and laying Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. I.No-11.55.1/DSR-2021
50
-
2187
20mm thick rough cast exterior cement plaster on walls consisiting 10mm thick backing coat of 1:3 cement mortar (1 cement : 3 coarse sand) and 10mm thick finishing coat of 1:3 cement mortar (1 cement : 3 coarse aggregate of size 6mm to 12mm) including arises, chamfers and/or rounded angles not exceeding 80mm.New Item/Ch.13
667
-
260
Finishing walls with weather coat extrerior wall paint of approved make and quality on new work with two coats to give an even shade inculding supply of all materials, labour, tools and plant etc. requried for proper complication of the work. New Item/Ch.15
667
-
98
Suppy and laying of 80 mm thick precast cement concrete I- shape /zig-zag (all shape) interlocking paver block with top layer of mininum 5 mm thickness having paln dimension of 200x(160+120)mm of O.P. cement smooth high gloss finish, skid resistant, manufactured with rubber moulds through vibro-compression mechanism over 4 cm blanket coat of fine sand & joint filling with fine sand. The compressive strength and weight of concrete paver block shall not be less than 35 MPa (M-30) and 5 kg/no. respectvily confirming to IS:15658-2006 I/C cost of all material, labour, vat , all taxes T&P. required for proper completion of the work as per specifications and as directed by Engineer-in-charge(.New item - 14/Ch.-20 less blanket layer of F. Sand) New Item14/Ch.20
650
-
760
Extra for supply and laying of 60mm thick colour precast cement concrete interlocking paver blocks instead of gray. New Item14+ Diff/Ch. 20
350
-
64.8
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast
C.C. kerb stone shall be approved by Engineer-in-charge). I.No-16.69/DSR-2021
61
-
7069
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :
(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.
(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. I.No-22.5/DSR-2021
187
-
299
Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing ermeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against I.No-22.22/DSR-2021
30
-
288
HORTICULTURE AND LANDSCAPING
-
-
-
Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 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 good earth shall be paid for separately).
-
-
-
In rows 5 cm apart in both directions. I.No-2.10.1/DSR-2020(Hort)
500
-
16.92
With grass Turf I.No-2.10.2/DSR-2020(Hort)
500
-
12.73
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)
-
-
-
Holes 1.2 m dia and 1.2 m deep I.No-2.14.1/DSR-2020(Hort)
20
-
133.95
Holes 90 cm dia, and 90 cm deep. I.No-2.14.2/DSR-2020(Hort)
20
-
58.5
Holes 60 cm dia, and 60 cm deep. I.No-2.14.3/DSR-2020(Hort)
20
-
18.5
Holes 45 cm dia, and 45 cm deep. I.No-2.14.4/DSR-2020(Hort)
20
-
8.25
Half brick circular tree guard in bricks, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20 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 honey comb masonry as per design complete:
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 5.0 I.No-2.15/DSR-2020(Hort)
20
-
1555.74
Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge I.No-2.16/DSR-2020(Hort)
20
-
3443.9
Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) I.No-2.57/DSR-2020(Hort)
-
-
-
Trees Plant
20
-
6.99
Shrubs Plant
30
-
3.49
Hedge Plant /Ground cover
30
-
2.33
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 and maintenance for 30 days or more till the grass establish properly, as per direction of the officer in charge I.No-2.34/DSR-2020(Hort)
900.6
-
83.68
Providing and displaying of Livistona palm having ht. 60 cm to 75 cm, well developed with 8 to 10 leaves, fresh & healthy foliage in 30 cm size of Earthen pot/Plastic pot. as per direction of the officer-in-charge. I.No-3.57/DSR-2020(Hort)
20
-
215.25
Providing and displaying of Phoenix palm having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.I.No-3.74/DSR-2020(Hort)
20
-
215.25
Providing and Displaying Bamboo Buddha valley with fresh & healthy 3 to 4 suckers having 75 to 90 cm ht. in 25 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge.I.No-5.7/DSR-2020(Hort)
100
-
461.25
Providing and Displaying Bismarckia Palm 115 to 180 cm ht., well developed 12 and above good color fresh and healthy leaves in 40 cm Cement Pot as per direction of the officer-in-charge. I.No-5.11/DSR-2020(Hort)
20
-
1937.25
Providing and Displaying Ficus reginold well developed fresh & healthy foliage 60 to 75 cm spread 105 to 120 cm ht., Bushy in 35 cm Cement Pot as per direction of the officer-in-charge I.No-5.25/DSR-2020(Hort)
100
-
377.2
Providing and Displaying Foxtail palm well developed with fresh & healthy foliage of ht. 210 to 240 cm in big 40 cm Cement Pot as per direction of the officer-in-charge. I.No-5.30/DSR-2020(Hort)
20
-
1183.9
Providing and Displaying Furcaira variegated well developed with fresh & healthy foliage 8 to 10 leaves in 30 cm Earthen Pot as per direction of the officer-in-charge I.No-5.31/DSR-2020(Hort)
50
-
225.5
Providing and Displaying Travelers palm well developed with fresh & healthy foliage 120 to 150 cm ht. in 35 cm Cement Pot as per direction of the officer-in-charge. I.No-5.42/DSR-2020(Hort)
20
-
484.85
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. I.No-7.5/DSR-2020(Hort)
10
-
65
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.Each I.No-7.12/DSR-2020(Hort)
10
-
550
Providing and stacking of Callistemon lanceolatus of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. I.No-7.14/DSR-2020(Hort)
10
-
65
Providing and stacking of Cassia siamea of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge I.No-7.17/DSR-2020(Hort)
10
-
65
Providing and stacking of Dalbergia sissoo (Seasam) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. I.No-7.23/DSR-2020(Hort)
6
-
55
Providing and stacking of Ficus bengalensis (Bargad) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.I.No-7.28/DSR-2020(Hort)
4
-
65
Providing and stacking of Nauclea cadamba (Kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.I.No-7.60/DSR-2020(Hort)
6
-
65
Providing and stacking of Phyllanthus emblica (Amla) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge I.No-7.64/DSR-2020(Hort)
6
-
90
Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.I.No-7.74/DSR-2020(Hort)
10
-
80
Providing and stacking of Eugenia jambolana (Jamun) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. I.No-7.83/DSR-2020(Hort)
10
-
75
Providing and stacking of Washingtonia filifea palm stem ht. 90-105 cm with 6-7 healthy leaves lush green leaves well developed in big size HDPE Bags as per direction of the officer-in-charge.I.No-7.89/DSR-2020(Hort)
10
-
400
Providing and stacking of Ficus reginald well branched, bushy of height 60- 75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge I.No-8.24/DSR-2020(Hort)
40
-
100
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. I.No-8.33/DSR-2020(Hort)
40
-
100
Providing and stacking of Allamanda cathartica of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. I.No-9.1/DSR-2020(Hort)
100
-
45
Providing and stacking of Quisqualis indicia of height 30 cm to 45 cm. in
20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. I.No-9.12/DSR-2020(Hort)
100
-
25
Providing and stacking of Vernonia elaegnifolia (curtain creeper) plant of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. I.No-9.14/DSR-2020(Hort)
100
-
25
Transplantation of trees with in a distance of 2km including excavation around existing tree, pruning of branches, lifting, loading and transportation of existing tree, digging pits for placing tree at new place, adding manure, sand, fertilizer, hormones and bio fertilizer to it. Levelled and neatly dressed and disposal of surplus materials from old existing and new sites to designated place. Each tree should be firmly secured to the stake so as to prevent excessive movement, flooding with water, treatment of roots, rope and gunny bags as per direction of the officer incharge. T&P and all required materials shall be arranged by the contractor and nothing extra shall be paid on this account.
-
-
-
(a) Girth of tree shall be measured at a height of 1m above ground level.
-
-
-
Girth of trees upto 50cm I.No-12.1.1/DSR-2020(Hort)
4
-
2184
Girth of trees beyond 50cm and upto 90cm. I.No-12.1.2/DSR-2020(Hort)
4
-
3249
Girth of trees beyond 90cm and upto 150cm. I.No-12.1.3/DSR-2020(Hort)
4
-
5721
Girth of trees beyond 150cm. I.No-12.1.4/DSR-2020(Hort)
4
-
12245
Complete Maintenance of the soft landscape area including but not limited to watering the plants, cutting & trimming, replacing worn out/dead plants/ mortality replacement, cleaning of lawn, applying fertilizers, insecticides, pesticides, river sand etc. All the materials including but not limited to tools and tackles, fertilizers, pesticides, insecticides, fungicides, manures/composts, etc. required for the works shall be in the scope pf the contractor Water and Mortality replacement shall be in contractor's scope. Minimum Manpower deployment : 1 head gardeners and 1 gardeners Daily & 1 Supervisor visit minimum twice in a week
12
-
35000
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements