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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹3.4 Cr
EMD Value
₹6.7 L
Closing Date
31 Dec 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o Executive Engineer, PWD Division, South Road-I, (M-441) Sukhdev Vihar, New Delhi.
Beautification of T-Point of Press Enclave Road and Pankaj Juyal Marg and Beautification of T Point of Press Enclave Road and Mandir Marg under jurisdiction of Division South Road-1 during 2025-26 (SH- Civil, , Electrical, Horticulture Works).
2025_PWD_283607_1
51/EE/PWD/RMD/SR-I/2025-26
Open Tender
Civil Works - Others
Percentage
365 days
DIVISION SOUTH ROAD-1, PWD
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹6.7 L
1 Jan 2026
26 Dec 2025
31 Dec 2025
26 Dec 2025
31 Dec 2025
26 Dec 2025
PART A CIVIL WORK
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 upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil
Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth
1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing.
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength and durability; including laying at site, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. : (a) All works upto plinth level :
M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) Note:- Cement content considered in this item is minimum @220 kg/cum. Nothing extra shall be payable on account of design mix specifiy more than @ 220 kg/cum
Concrete of M-25 grade with minimum cement content of 300 kg /cum Note:- Cement content considered in this item is minimum @300 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 300 kg/cum
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6(1 cement :6 coarse sand)
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.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.
Area of slab upto 0.50 sqm
Granite stone mirror polished slabs 18 mm thick, pre-moulded and pre-polished, machine cut in risers of steps, skirting, dado and pillars laid on 12 mm ( average) thick cement mortar 1:3 ( 1 cement 3 coarse sand ) and jointed with white cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polshing complete. (a) Granite stone slab colour black, Cherry/Ruby red
Area of slab upto 0.50 sqm
12 mm cement plaster of mix:-12mm
1:4 (1 cement: 4 fine sand)
Finishing walls with textured exterior paint of required shade:
New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
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.
In cement mortar
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. NOTE: Payment will be made as per weight slip issued by authorised MCD dumping ground after dumping of malba. Processing fees at prescribed rate of authorised MCD dumping ground will be submitted by the agency & shall be reimbursed by the department on production of receipt in original.
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/- 5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.
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 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20 mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge.
Modified Estimated Cost after using Correction factor on DSR 2023 on account of GST @ 0.973
Add Cost Index @3% (on DSR Items)
Providing and laying 20 mm thick Unistone or equivalent make, Claystone exterior fired clay paving tiles of approved shade & texture, in nominal sizes 195 mm X 195 mm or 200 mm X 300 mm or 150 mm X 150 mm or 100 mm X 200 mm. The product shall have rounded corners. All sizes mentioned above are non - rectified. The product shall weigh approximately 4 Kg per Sq. Ft. The product top surface shall be treated with acrylic urethane and surface water absorption should not exceed 3 % and should be less than 8%, by 24 hours immersion method, as per IS 654:1992. Tiles shall be laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
Providing and laying 22 mm thick tactile tile (for vision impaired persons as per standards) UniStone or equivalent make, glass reinforced concrete (G.R.C) exterior paving tiles ‘Tactile’ pattern in approved shade of size of 297 mm x 297 mm (allowing variance or dimensional tolerance of ± 4 mm in accordance with IS: 1237 1980). The tiles should be made with M-40 Grade concrete mix design i.e. the compressive strength of cube @ 28days should be equivalent to 400Kg/cm2. The material should consist of ’43’ grade Portland cement, reinforced with Alkali Resistant glass fiber and the pigmentation should be done with Ultra Violet Resistant exterior grade Pigment synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The top surface of the tiles should be treated with acrylic lacquer resulting in top surface water absorption of less than 1% and water absorption of less than 8% by 24 hours immersion method. Tiles shall be laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
Providing & Fixing solar stud as per specification: Aluminum alloy shell 100% water proof design according to 1p65, Dimension: 125mm x 125mm x 25mm (shank 65mm). High efficiency mono- crystalline solar panel 2:4 V/0.3 watt. one Ni Mh or Ni. cd rechargeable battery (1.2 V/1600MA), Six super bright LEDs with 10000 to 18000 med (Millicandela), view distance upto 1000mtr. Flash rate: 2Hz or according to costumers requirements, bearable weight: 10 tons approx, colour: Yellow, Red, Blue, Green or White, working time: 3 to 4 days after fully charged battery, charging time 5 to 8 hrs from direct sunlight, working temp: 100-175c, lift span: three to five year easy installation free operation, automatically turns on at night and turns off at down high visibility LED's ensure easy and safe night driving as approved by Engineer-in-charge. The Stud shall be fixed as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
Providing and fixing spring post made (dark eye Model No. DA-954 or equivalent) of special PU (Poly Urethane) material should having the following features for durability and performance: - 1. The body of spring post should be made of virgin special flexible material PU (Polyurethane).2. It can be quickly retsored to its original state without doing any damage to spring post as well as vehicles in case of high - speed collision by vehicles.3. Two bands of special heat transfer tape/high quality tape adhesive of minimum 70 mm must be pasted on the spring post for better and clear visiblity in the night.4. It should keep excellent, mechanical and chemical propertoes such as impact resisitance and tensile strength to withstand in very hot or very cold temperatures.5. It should have ultra violet stablizer so that it is not discoloured. 6. It should be in three different parts: uppetubuler part should be made out of PU & two bottom parts should be made out of ABS (Astronitrilite Butadine Styrene).7. All three parts should be assembled together with the help of three nuts and bolts.8. Specialy epoxy bond is used to fix the spring post with road surface. The bond should be so strong that post will not be deviated by strong impact after installation.9. Dimensions : Length 710 mm, upper dia 80 mm & bottom dia is 210 mm. Weight of the upper body is 1100 gms, outer/inner part (lower part) 500 gms and weight of nuts/bolts 180 gms approx. Total weight of the spring post should not be less than 1800 gms approx.
Providing & Fixing of Flexible Median Markers which shall be made of combination of tough, high impact resistant molded thermoplastic body along with florescent yellow color retro-reflective type XI sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Type XI Florescent Yellow sheeting as per IRC 67 2012 and ASTM D4956-11. The flexible median marker shall have overall height of minimum 180 mm, body thickness of minimum 2mm and shank depth of minimum 30mm. The retro-reflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The plastics used for the molding the flexible median marker shall have a minimum notched Izod Impact strength value of 4.11J/cm (@thickness 3.17mm) at room temperature, tested in accordance with ASTM D256. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. The product shall be povided with 3 year outdoor weathering report as per ASTM & IRC Standards & 10 year warranty confirmation as per IRC 67:2012 standards for the reflective sheeting used in product. The product shall have accredition with IRC.
Credit for dismantled Kerb Stone works to be taken by contractor (Dismantled Kerb Stone block will be property of Contractor)
Credit for dismantled CC Inter locking paver blocks from footpath works to be taken by contractor (Dismantled CC interlocking paver block will be property of Contractor)
Credit for taking away unserviceable bricks of Engineer-in-charge all complete as per direction of Engineer-in-charge
PART ‘B’ ELECTRICAL
Supplying, installation, testing and commissioning of 3 Mtr. height decorative pole made out of cast iron based with Galvanised steel tube having Bottom-139mmX4mm x 1000mm, Top-76X3mm x 2000mm & MS Base Plate 450X450X10mm, pole above the ground level powder coated with Die cast aluminium embellishments, provided with oval/rectangle shape service window with sleeve type window cover i/c 32 amps heavy duty connector shall be inbuilt into the pole (a) heavy duty 4 way connector and 6 amp single pole MCB, wiring upto the light fixture from the junction box using 3-core x 1.5 sqmm flexible ISI marked copper wires.
Providing and laying in position 1:2:4 reinforced cement foundation of size 450mm x 450mm x 800mm deep i/c excavation of earth, providing , cutting, bending and placing in position, 8 nos. reinforcement of cold twisted bars of 12mm dia-860mm long (NS) - & 4 nos. reinforcement ring of cold twisted bar of 8mm dia - 1800mm (NS) equally distanced in lenth of vertical bar as required with positioning of foundation bolts and providing 40 mm (O.D.) DWC, HDPE Pipe of 0.3 mtrs. length for cable entry & exit i/c dismantling of the existing damaged foundation and dispose of the malba at suitable location etc as reqd. (For 3 mtr & 4 mtr. pole)
Supplying and fixing 4 Nos. 20mm dia X 450mm long GI foundation bolt (EN8 grade) with nuts, washer including 2 Nos. template of 4mm thick size 240mm x 240mm with 4 nos. 20mm dia holes, to match with PCD of Pole base plate as reqd. (For 3 mtr & 4 mtr. pole)
Supplying, installation, testing & commissioning of 40 Watt Decorative type LED Post Top made out of pressure die cast aluminium housing, PC/PMMA diffuser with stainless Steel pins & toggle PU painted With Highly Efficacy Electronic External Driver High Voltage Protection, Power LED Warm White Mounted on MCPCB with Better Heat Dissipation Arrangement minimum lumen 100lm per W suitable for warm white light having minimum CCT 4000K power factor not less than >0.90, CRI > 70% ,complete with all accessories and External LED driver complete etc. as reqd. suitable for mouthing on 60OD Pole . Complete etc.
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.
63 mm dia (OD-63 mm & ID-51 mm nominal)
Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.
Fabricating supplying and fixing wiremesh frame work made out of 40x40x6mm thick angle iron having 40x6mm flat strip & wiremesh 6 swg dia m.s wire with 25mmx75mm space in between mesh & top covered for rain protection by 16 SWG MS Sheet and making main door gate having suitable locking arrangement with godown lock (Frame size shall not be more than 60 cm x 90 cm) i/c grouting with cement concrete & primer and spray painting with super synthetic enamel paint of approved colour quality etc as reqd.
Supplying and laying of one number PVC insulated and PVC sheated/XLPE aluminium conductor armoured power cable of 1.1 KV grade of following size In the existing RCC/ HUME/METAL pipe HDPE
3 x 10 sqmm
4 x 16 sqmm
4 x 25 sqmm
Supplying and drawing following sizes of PVC insulated copper conductor multicore cable in the existing poles and bracket from cable termination connector to the fitting i/c providing suitable copper lugs connections etc. as reqd.
3core x 2.5 sq. mm
Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required.
Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
Suppyling, Installation, Testing and commissioning S.M.C junction box 160 x 160 x 105 complete with terminal block suitable for 25 sq. mm conductor, DIN bar, SP MCB with suitable. M.S. clamp on the existing pole for light fixture etc as required
Supplying, Installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement, suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumn maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K /4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 and <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C).
Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.
bituminous portion
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
SITC of Outdoor Bollard Luminaries having die cast aluminium housing, opal/ acrylic diffuser, powder coated with in built LED/ LED lamp of 10-15W of height 800mm to 1000mm, suitble for 220V AC, IP 65, Color temperature 3000k-6500k with SMD LED and inbuilt constant current weather proof driver. Having efficacy > 85%, lumens efficiancy - 90lm/w, THD< 10%, PF> 0.9, Surge protection - 4KV with CCT 3000 K, CRI > 70, SDCM < 4. Bollard must have IP-65 weather proof for ensuring long lasting operation. Dully coated with UV stabilised PP coating. Bollard should be having separate optical compartment for ease of maintance etc as required.
Providing and laying in position 1:2:4 cement concrete foundation of size 250mm (L)X 250mm (B) and 500mm (D) i/c earth work, form work, cable entry and exit etc as reqd.
PART ‘C’ HORTICULTURE
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Estimate Cost after using factor DSR 2023 Civil on GST @ 0.973
Add cost index @ 3% =
Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 05 k.m. lead complete (Cattle manure measured in stacks will reduced by 8% for Payment).
Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
Supply of Hedge/Ground Cover Plant
Providing and stacking Wadelia trilobata, full of leaves in Poly Bag and as per direction of the officer-in-charge.
Providing and stacking Iresine herbstii, of height 20 cm to 25 cm. full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge.
Providing and stacking Dianella variegated, with 3 to 4 variegated leaves in 20 cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge
Providing and stacking Portulacaria afra (Jade plant ) with 5 to 6 branches in 20 cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge.
Providing and stacking Asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 20 cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge.
Supply of Trees Plant
Providing and stacking of Plumeria alba height 120-135 cm. with 2-3 branches in bag size 30 cm as per direction of the officer-in-charge.
Providing and stacking of Bottle palm ht. 150-180 cm bottom girth 20-25 cm well developed in poly bag size 25 cm as per direction of the officer-in-charge.
Providing and stacking Ficus Retusa Topiary well developed with fresh & healthy 5 to 6 big ball specific size and shape 180 cm to 210 cm ht in 40 cm Cement Pot/ Plastic Pot and as per direction of the officer-in-charge.
Fine dressing of the ground
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 cost of plant but including cost of water and maintenance for one month)
Trees Plant
Hedge Plant/ Ground Cover Plants /Seasonal Plants
Providing & fixing White River (Stone) Pebbles size of 2" to 2.5" dia (5cm to 6.25 cm), in natural colour at site of work including loading, unloading, carriage etc. and as per direction of officer-in-charge.
Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required), top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by officer-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide and plants will be provided by the department and lawn mover and brush cutter with fuel & other T & P material/articles shall be provided by the contractor).
Public park. (2.00 Acres=One Mali) As per yard stick. 640 Sqm. x 11 Month = 7040 Sqm.
Complete maintenance of trees (out side garden features) jobs like making of basin at regular interval i/c watering, weeding, pruning & application of fertilizer etc. (excluding the cost of material which shall be supplied by the department and other T & P material/articles shall be provided by the contractor) as per direction of officer-in-charge.
Trees for 250 Nos. / (upto 3 years of age) 48 Nos. x 11 Month = 528 Nos.
Topiary cutting/shapping of plant, removing of cut materials, cleaning, hoeing of plants, watering, manuring etc. complete design (excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge.
Height of Topiary above 1.20 mtr. (1 Mali = 200 Nos.) 25 Nos. x 11 Month = 275 Nos.
Providing and watering of irrigation water through water tanker for Horticulture features i.e. lawn, tree, shrubs, hedge/edge, ground cover etc. at the site of work. Water tanker having 5000 ltr. capacity with one labour for watering i/c cost of water, filling of tanker, watering at site with all leads and lifts as per direction of officer-in-charge.
Less Credit for used pot of size upto 15 cm Earthen/Plastic Empty Pots as per direction of Officer-in-charge. Total = 1500 x 80% = 1200 Nos.
Less Credit for used pot of size upto 20 cm Earthen/Plastic Empty Pots as per direction of Officer-in-charge. Total = 4200 x 80% = 3360 Nos.
Less Credit for used pot of size upto 40 cm Cement Empty Pots as per direction of Officer-in-charge. Total = 25 x 80% = 20 Nos.
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