Tender For Redevelopment And Beautification Work Of Nath Pravah Chowk, Dohra Road Tiraha, Pilibhit Bypass Road Bareilly.
Tender Value
1.18 Crore
Estimated cost
Bid Submission
20 Nov 2026
22 days left
EMD
2.36 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bareilly → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Redevelopment And Beautification Work Of Nath Pravah Chowk, Dohra Road Tiraha, Pilibhit Bypass Road Bareilly.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.D.S.R. Item No. 15.59 |
| 2 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.D.S.R. Item No. 2.8.1 |
| 3 | Same As item no. 251 (above) but exavation in soil mixed with Moorum/Shingle/Kankar requiring the use of special T&P such as picaxe, subals etc. (excluding royalty.)PWD SOR Item No. 252 |
| 4 | Providing & laying cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)D.S.R. Item No. 4.1.8 |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)D.S.R. 2023 Item No. 6.1.1 |
| 6 | Brick work in SUPER STRUCTURE in 23 cm thk wall with 1:4 cement and coarse sand incl. all materials labour annd t&p etc. for proper completion of work.D.S.R. Item No. 6.4.1 |
| 7 | 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 approvedby Engineer-in-charge).D.S.R. Item No. 16.69 |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 350 kg /cum All works upto plinth level RCC as in fdns and footings of colums and plinth beam and bases of column. D.S.R. Item No 5.33.1.1 |
| 9 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum (level 1 to lvl-5) D.S.R. Item No. 5.33.2.1 |
| 10 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources)..DSR Item No. 4.2.2 |
| 11 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage and over lapping and hooks and authorised overlapping shall be measured . D.S.R. Item No. 5.22.1 |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for footings/PB, rough finished surface of conc. D.S.R. Item No. 5.9.1 |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for columns, pillers, piesr, abutment , post and strutsD.S.R. Item No 5.9.6 |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantileversD.S.R. Item No 5.9.5 |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.D.S.R. Item No. 5.9.2 |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roof , landings, balconies, acessess platformD.S.R. Item No 5.9.3 |
| 17 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.M.S. tubeDSR Item No. 10.26.1 |
| 18 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new workD.S.R. 13.62.1 |
| 19 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately).DSR Item No. 14.86 |
| 20 | 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)DSR Item No. 4.1.3 |
| 21 | Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: make: Visaza/ ItalicaDSR Item No. 11.53 |
| 22 | FOAM BUBBLER IN LINE FOUNTAIN OF PREMIERE WORLD FOR MAKE 1. Fountain comprises of Foam Bubblers in Line. Fountain consists of 08 nos. Foam Bubblers with ball joint nozzles Nozzles are made of Brass- nickel/Chrome plated. High quality 2.Supplying, Installation & Testing of Pump set & electric panel comprise of totaling 7.5 HP monosumbersible pump set (Kirloskar/Equivalent.) Panel comprises of motor main switch, contactors, overload relays, switch fuses, light sequencer, push button on off switches, 3. Supplying, Installation & Testing of Pump set & electric panel comprise of totaling 7.5 HP monosumbersible pump set (Kirloskar/Equivalent.) Panel comprises of motor main switch, contactors, overload relays, switch fuses, light sequencer, push button on off switches4. supplying , Installation & Testing of 3 core Submersible cable for pump & 4 core 1.5 sqm double insulated cable for luminaries with cable ties. 5. Transportation, Installation & Testing of Fountain. Make: Premiere World Fountain/Wet Design/Water works |
| 23 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floatingcoat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5D.S.R. 19.7.1.1 |
| 24 | Providing Plumber With Kit including CP & Labourcess P.S. |
| 25 | Providing Electrician With Kit including CP & Labourcess P.S. |
| 26 | Providing Sweeper (Full Time) including CP & Labourcess P.S. |
| 27 | Providing Guard & Night watchman (Choukidar) for traffic secuirity and diversion site including CP & Labourcess P.S. |
| 28 | Providing & Fixing PVC Pipe 150 mm dia PWD SOR Item No. 730A |
| 29 | 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 mortarDSR Item No. 15.7.4 |
| 30 | 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.DSR 2023 Item No. 15.60 |
| 31 | 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 ofEngineer-in-Charge.DSR 2023 Item No. 16.83 |
| 32 | Arrangement of JCB, Hydra Crane as per site requirement including higher charges, POL, opprator Charges etc.Rate as per market Survey |
| 33 | Traffic diversion and Traffic Management on exitsting Pilibhit Road, Machnair Road. Arragement of Traffic cones, Signages and barriar to insure public safety during the construction periods, temprory electric lights in night and others arragenments necessary as per site requirement. |
| 34 | 12 mm thk plaster (1:4) with cement & Coarse Sand (Fair Face)D.S.R. Item No. 13.4.1 |
| 35 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand)D.S.R. 13.5.1 |
| 36 | Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. D.S.R. Item No. 13.80 |
| 37 | Providing & Applying high quality acrylic modified resin based texture of Dholpur/Red sand stone Pattern with anti algae and UV resistance properties to be applied as intermediate finish in desired pattern @ 43.04 kg/10 sqm to form film of 1- 1.5 mm thickness after scrapping and properly cleaning the surface to remove loose particles from the plaster surface, followed by top coating with Premium Acrylic Smooth exterior paint with Silicone additives of required shade by two or more coats @ 1.43 litre/10 sqm, complete as the direction of Engineer -in-Charge.(make:Asian/Berger/Dulux)D.S.R. Item No.22.24A |
| 38 | Finishing walls with Acrylic Smooth exterior paint of required shade :-New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10sqm.).D.S.R. Item No. 13.46.1 |
| 39 | Construction of granular sub base (G.S.B.) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, compete at per clause 401. (Analysis Rate), |
| 40 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.D.S.R. 2023 Item No. 16.91.2 |
| 41 | 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 ofengineer-in-charge.D.S.R. 2023 Item No. 16.92 |
| 42 | Providing and laying flamed finish 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 :Flamed finish granite stone slab Jet Black, Cherry Red, EliteBrown, Cat Eye or equivalent.D.S.R. 2023 Item No. 11.55.1 |
| 43 | Providing, designing, fabricating, supplying and installing 4.50 m high decorative Trishul monument with MS structural framework, decorative metal cladding, lotus/ornamental detailing, CNC/laser-cut elements, anchor bolts, RCC foundation, anti-corrosive treatment and metallic golden/bronze PU finish, including transportation, crane/hydra, erection, alignment, complete fixing and all required materials, labour, tools and accessories, complete as per approved design and Engineer-in-Charge’s instructions.Market Rate |
| 44 | Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour andsize upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge.The steel frame work, stainless steel cramps and pins etc. shall be paid for separately).White sand stone - 30mm thick gang saw cut stoneD.S.R. Item No. 8.20.2 |
| 45 | Extra for stone work ashlar sunk or moulded in cornicesD.S.R. 7.22 |
| 46 | Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : White sand stoneD.S.R. 7.12.2.2 |
| 47 | Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.D.S.R. 8.16 |
| 48 | SUBHEAD V-MAIN L. T. PANELSSupply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection. The panel sheet structure shall undergo seven tank pre-treatment process before painting. The sheet steel shall be all of 2.0mm thick CRCA sheet. All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers. The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm. The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections. All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable. Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places. The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters. Proper sized cable termination gland plates shall be provided on cable alleys and knockouts for same shall be provided during fabrication stage itself. The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions. A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel. Panel shall be so designed at to have minimum 20% spare feeders/space. Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement. All cable terminations shall be from top. The complete panel shall be fuse less type, for control circuits 2A/6A MCB's to be used.All bus bars shall be of aluminium, electrolytic grade only. Maximum design density shall not exceed 1 Amps/Sqmm. All bus bars shall be insulated with coloured heat shrinkable PVC sleeved. All bus bar supports shall be non hygroscopic DMC/SMC supports.The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. make:Schneider/RR Kabel/Northwest The minimum clearances between bus bars shall be as follows :Phase to phase - minimum 20mmPhase to neutral-minimum 15mmmtr PANELIncoming :One (1) No 100 Amp. 4P MCCB of 25KA Breaking capacity mtring :One (1) No. Sets Multifunction mtr nos incomingOne (1) No. of Phase Indication Lamp nos incomingBus Bar :One (1) No. 150 Amp.TPN aluminimum bus bar of suitable length.Outgoing :Phase indication lamps on nos outgoing to be provided.01 No.63 Amp 4P MCB. (10 KA)19 No.63 Amp DP MCB. (10 KA)02 No.40 Amp DP MCB. (10 KA)Panel described as above. N.S |
| 49 | Earthing with GI earth pipe, 600 mm X 600 mm X 6 mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc, with charcoal/cock and salt as required. Make: As approved in U.P.P.W.D & C.P.R.I.D.S.R. Item No. 5.4 D.S.R. E/M 2025 |
| 50 | Supplying and Laying of 25 mm X 3 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection / terminating with nut, bolt, spring, washer etc. as required.( jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)Make: As approved in U.P.P.W.D & C.P.R.I.D.S.R. Item No. 5.9 D.S.R. E/M 2025 |
| 51 | Supplying and Laying of 6 SWG G.I wire at 0.50 metre below ground level for conductor earth electrode, including connection / terminating with G.I. thimble etc. as required.Make: As approved in U.P.P.W.D & C.P.R.I.D.S.R. Item No. 5.7 D.S.R. E/M 2025 |
| 52 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Upto 35 sq. mmMake: Finolex/R.R. KabelD.S.R. Item No. 10.1.1 D.S.R. E/M 2025 |
| 53 | Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.Make: Finolex/RR Kabel 2 X 16 sqmm. (19mm)D.S.R. Item No. 11.1.3 D.S.R. E/M 2025 |
| 54 | Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554.16 sq. mm 4 core PWD SOR 2018 501(i)Make - Finolex/RR Kabel |
| 55 | P/F 3M Tringa LED Light Column with die-cast aluminium pipe housing with cylindrical opal polycarbonate di user designed for rugged outdoor usage & IP65 protection with Tricolor and tratic white output switch.Make BajajBLSCL 50W LED TRI 3MP.S. |
| 56 | Supply of Decorative 3Mtr. Decorative Cast Iron+ms Pole Included Double Arm Bracket With Top Trishul and Damroo and Both bracket OM Design with 90 watt decorative LED Street light CCT 3000K IP 166 Protected with toughned glassP/F EDGAR 3.5m DA POLE WITH RUBUS 27W - M.R.P.S. |
| 57 | Providing & Fixing Solar Pump with all complete fitting.(i) 3HP BLDC SOLAR SUBMERSIBLE PUMP WITH CONTROLLER BLDC/PMSM MOTOR WITH SS304 PUMP 30MTR HEAD ( WARRANTY 1 YEAR ) ( BRAND NAME, Crompton )(ii) SOLAR MODULE 540 WATT X 6 = 3240 WATT ( Make. Usha,IV )(iii) GROUND MOUNTED STRUCTURE ( G.I. )(iv) DC WIRE 4.SQMM ( finolax/Polycab )(v) SUBMERSIBLE CABLE 2.5 SQMM ( Polycab, Finolax, KEI )(vi) FITTING ACCESSORIESP.S. |
| 58 | Providing & Fixing Spike Light with all complete Fitting.(SPYKZ BGSBL 9W LED WW)LED Spike/ Bush light with die-cast aluminium housing designed for rugged outdoor usage & IP65 protection.Make Bajaj/Jaquar/Go GreenP.S. |
| 59 | Providing & Fixing Wall Focus LightAMAZE (BJFL 50W LED I) A resilient floodlight with toughened glass, aluminum housing, IP66 protection. Experience superior lighting for industrial and commercial settings.Make Bajaj/Jaquar/Go GreenP.S. |
| 60 | P/F 1.20 M. Height 30 watt Bollard Light with all complete fittingBAJAJ KOLUX 30W 30K 1.2M 165 BN Make Bajaj/Jaquar/Go GreenP.S. |
| 61 | Providing & Fixing 30W Stattic white merc square Projectors Light Including All complete fittingItem CodeBA SP B 120W (WHWW)Make Bajaj/Jaquar/Go GreenP.S. |
| 62 | Providing & Fixing BA 50W RGB white merc square Projectors Light Including All complete fittingMake Bajaj/Jaquar/Go GreenP.S. |
| 63 | 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).2.1 D.S.R. Horticulture 2025 |
| 64 | 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).2.2 D.S.R. Horticulture 2025 |
| 65 | Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% forpayment).2.3 D.S.R. Horticulture 2025 |
| 66 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :2.4.1 D.S.R. Horticulture 2025 Screened through sieve of I.S. designation 20 mm |
| 67 | Supply & plantation of Trees upto 8ft to 10ft height well settled, all indigenous varieties (local) as per listed below, location and quantities shall be as per drawingMangifera Indica (Mango), Bacopa Monnieri (Brahmi), Terminalia Tomentosa (Asna), Azadirachta Indica (Neem) & Bambusa Bambos (Baans)Terminalia Arjuna (Arjun), Tectoria Grandis (Sagaun), Shorea Robusta (Saal), Stereospermum Tetragonum (Padal), Anogeissus Latifolia (Bakli), Madhuca Longifolia (Mahua) & Diospyros Malabarica (Gaub) Saraca asoca (ashok), Ficus religiosa (peepal), Ficus benghalensis (bargad), Aegle marmelos (bel) & Phyllanthus emblica (aonla) Pterocarpus Santalinus (rakta chandan), Butea monosperma (dhaak), Artocarpus altilis (kathal) & Santalum album (chandan) Saraca Asoka (Sita Ashok), True Cinnamon (Nag Kesar), Mangolia Champaca (Champa) & Mimusops Elengi (Maulsari) Saussurea Ggossypiphora (Mratyusanjeevani), Azadirachta Indiac (Neem) & Adiantum Venustum (Hansraj) |
| 68 | Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area. (two application) i/c cost of chemical) and as per direction of officer-in-charge.and as per directionof officer-in-charge.2.56 D.S.R. Horticulture 2025 |
| 69 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge.2.33 D.S.R. Horticulture 2025 |
| 70 | 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) 2.13 D.S.R. Horticulture 2025 |
| 71 | Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment).2.25 D.S.R. Horticulture 2025 |
| 72 | Providing and stacking of plant Mogra of height 25 to 30 cm., 2 to 3 branch in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. 4.88 D.S.R. Horticulture 2025 |
| 73 | Providing and Displaying Budded Rose (H.T. variety) 3 to 4 healthy branch 30 cm and above ht. well developed with one and above flower plant in 20 cm Earthen Pot, as per direction of the officer-in-charge. 4.91 D.S.R. Horticulture 2025 |
| 74 | Providing and Displaying Cycus cirsnallis well developed with fresh & healthy 35 to 40 lush green leaves in 40 cm Cement Pot as per direction of the officer-in-charge. 5.13 D.S.R. Horticulture 2025 |
| 75 | Providing and stacking of Nerium oleander variegated of height 60-75 cm., multibranched in earthen pots of size 25 cm as per direction of the officer-in-charge.8.53 D.S.R. Horticulture 2025 |
| 76 | Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge.5.12 D.S.R. Horticulture 2025 |
| 77 | Providing and stacking of Euphorbia pulcherrima (dark red) well branched (poinsettia Red Hegg) of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.8.20 D.S.R. Horticulture 2025 |
| 78 | Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge.7.63 D.S.R. Horticulture 2025 |
| 79 | 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.9.14 D.S.R. Horticulture 2025 |
| 80 | Providing and stacking of Thevetia nerifolia of height 30-45 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge.8.73 D.S.R. Horticulture 2025 |
| 81 | Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge.7.1 D.S.R. Horticulture 2025 |
| 82 | Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge..6.12 D.S.R. Horticulture 2025 |
| 83 | BorewellBoring/Drilling bore well for required dia for Casing strainer pipeas per DSR No 23.1.1.1 ( depth upto 90 mtr) |
| 84 | Boring/Drilling of bore well of required dia for casing strainerpipe as per DSR No 23.2.1.1( beyond 90 mt upto 150 mtr deep |
| 85 | Supplying, Assembling , lowering and fixing in Vertical position in bore well unplasticized PVC medium well casing ( CM ) pipe ofrequired dia as per DSR No 23.3.2 ( 150 mm dia ) |
| 86 | Supplying, Assembling , lowering and fixing in vertical position in bore well unplasticized PVC medium well screen as per DSR No23.4.2 ( 150 mm dia ) |
| 87 | Providing and fixing bail plug/Bottom pug as per DSR No 23.15.2( 150 mm dia ) |
| 88 | Providing and fixing M.S clamp of required dia to the top ofCasing pipe as per DSR No 23.14.2 ( 150 mm dia ) |
| 89 | Providing and fixing of suitable sixe threaded mild steel cap asper DSR No 23.11.2 ( 150 mm dia ) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysNov 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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