Tender For Widening / Strengthening And Reconstruction Work Of Road From Dhurwa Golchakkar (Ch. 2.730 Km) To Police Headquarter (Ch. 5.427Km) Of Birsa Chowk-Dhurwa Golchakkar-Project Building-Chandni Chowk Road (Total Length -2.697 Km) (Geometric And
Tender Value
Ref. Documents
Estimated cost
Bid Submission
01 Dec 2026
16 days left
EMD
26.78 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
Ranchi → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Widening / Strengthening And Reconstruction Work Of Road From Dhurwa Golchakkar (Ch. 2.730 Km) To Police Headquarter (Ch. 5.427Km) Of Birsa Chowk-Dhurwa Golchakkar-Project Building-Chandni Chowk Road (Total Length -2.697 Km) (Geometric And Aesthetic Improvement, Cycle Track, Horticulture (With One Year Maintenance) And Tree Plantation) For The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By manual means in area of light jungle |
| 2 | Cutting of Trees, excluding removal of stumps and roots of trees(Cutting of trees stacking of serviceable material with all lifts and up to a lead of 1000 mtrs.)Girth from 600 mm to 900 mm |
| 3 | Removal of stumps and roots including backfilling with suitable material to required compaction (Removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)Girth from 600 mm to 900 mm |
| 4 | Cutting of Trees, excluding removal of stumps and roots of trees(Cutting of trees stacking of serviceable material with all lifts and up to a lead of 1000 mtrs.)Girth from 900 mm to 1800 mm |
| 5 | Removal of stumps and roots including backfilling with suitable material to required compaction (Removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)Girth from 900 mm to 1800 mm |
| 6 | Cutting of Trees, excluding removal of stumps and roots of trees(Cutting of trees stacking of serviceable material with all lifts and up to a lead of 1000 mtrs.)Girth above 1800 mm |
| 7 | Removal of stumps and roots including backfilling with suitable material to required compaction (Removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)Girth above 1800 mm |
| 8 | Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately) |
| 9 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Dismantling Stone MasonryBy Manual meansRubble stone masonry in cement mortar |
| 10 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Lime /Cement ConcreteBy Manual meansCement Concrete Grade M-15 & M-20 |
| 11 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Lime /Cement ConcreteBy Mechanical meansPrestressed / Reinforced cement concrete grade M-20 & above |
| 12 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Mechanical MeansBituminous course |
| 13 | Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre) |
| 14 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) |
| 15 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Rate per cum after adding royalty @ Rs. 27.48/cum |
| 16 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) |
| 17 | Granular Sub-Base with Graded Material ( Table:- 400- 1) By Mix in Place Method (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 |
| 18 | Wet Mix Macadam (Plant Mix Method) (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.) |
| 19 | Prime coat (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.) |
| 20 | Tack Coat on Granular surfaces treated with primer (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom). |
| 21 | Tack Coat on bituminous surface (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom). |
| 22 | Dense Graded Bituminous Macadam Grading I with VG-30 Bulk Bitumen (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 percent by weight of total mix 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. 505 complete in all respects with VG-30 Grade Bulk Bitumen.Grading I |
| 23 | Dense Graded Bituminous Macadam Grading II with VG-30 Bulk Bitumen (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 percent by weight of total mix 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. 505 complete in all respects with VG-30 Grade Bulk Bitumen.Grading II |
| 24 | Bituminous Concrete Grading II with VG-30 Bulk Bitumen (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 percent 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 with VG30 Bulk Bitumen.Grading-II |
| 25 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class -B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, , 3 mm / 4 mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x25 x3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67)90 cm equilateral triangle |
| 26 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class -B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, , 3 mm / 4 mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x25 x3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 6780cmx60cm Rectangular |
| 27 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class -B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, , 3 mm / 4 mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x25 x3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 6760 cm x 45 cm rectangular |
| 28 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class -B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, , 3 mm / 4 mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x25 x3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 6760 cm circular |
| 29 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class -B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, , 3 mm / 4 mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x25 x3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 6790 cm high octagon |
| 30 | Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thickness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.) |
| 31 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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 .The finished surface to be level, uniform and free from streaks and holes.) |
| 32 | Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) |
| 33 | Solar Powered Road Markers (Road Stud) ( Supplying of solar raised pavement markers made of polycarbonated molded body with circular shape, solar powered, LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic Lensecapable of providing total internal Reflection 0f the light entering the lens face in passive mode. The markers shall support a load of 20000 kg tested in accoradance to ASTM D 4280 . The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow ( amber ) as per requirement and typical frequency of blinking in 1 Hz. There should be current losses of less than 20 microamperes at 2.4 v in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours.The height, width and length of the marker shall not be less than 10 mm x 100mm x 100mm. Also the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer) |
| 34 | Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) |
| 35 | Supply and fitting of reinforced poly fibre composite square shape Gazebos, Resistant to water, Rust, Rot and weather of approved design and pattern measuring 3.5 m each side of a outer roof and fixing four pillars on concrete surface. (All complete as per directions of engineer in charge). |
| 36 | CCTV camera CP PLUS 5MP (2560 x 1920 pixel) or better Dome Camera (CP-UNP-F4551L30-DPQ) |
| 37 | Decorative pole 2 Arm Lighting Pole, 7 metre high (Conforming IS 10322 (part 5/sec 3):2012 LED Luminaries for Road and street Lighting) |
| 38 | Decorative pole 2 Arm 5 metre high with decorative light 50W new (Conforming IS 10322 (part 5/sec 3):2012 LED Luminaries for Road and street Lighting) |
| 39 | 70 sq MM 3 core 650/1100 Volts Armoured PVC insulate and sheeted aluminium conductor cable conforming to IS-1554 (Part-1) 1976 |
| 40 | MCCB 160A 25 ka |
| 41 | For 16 mtr. High Mast :ITC of the high mast and light fixture with the help of suitable tools and plants, wiring of luminaries with all wiring material like PVC insulated PVC sheathed flexible cable of suitable copper conductor lugs, MCB and all labour & construction of shallow foundation with M25 grade concrete for the high mast considering safe soil bearing capacity of 10T/mtrs sq. for 16 M High mast. |
| 42 | Supply and fixing of Weather proof Garden Bench, frame made of heavy duty Cast iron and seating slats / strips made with reinforced poly fibre with dimensions of 160 L x 78.7 W 71.1 H (in cm) of approved design and pattern. (All complete as per direction of engineer in charge). (@ 2 nos per Gazebo) |
| 43 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over bed as per relevant IRC Code, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 44 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary Soilby mechanical meansDepth upto 3 m |
| 45 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15Using Batching Plant, transit mixture and concrete pump. |
| 46 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20Using Batching Plant, transit mixture and concrete pump. |
| 47 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.Using Batching Plant, transit mixture and concrete pump. |
| 48 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. |
| 49 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 50 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )Up to 10 cm in width |
| 51 | Plain/Reinforced cement concrete in Substructure complete as per drawing and technical specifications.RCC Grade M25Height upto 5mRCC Grade M25 using Batching Plant, transit mixture and concrete pump. |
| 52 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M20RCC Grade M20 using Batching Plant, transit mixture and concrete pump. |
| 53 | Plain/Reinforced cement concrete in Substructure complete as per drawing and technical specifications.RCC Grade M20Height upto 5mRCC Grade M20 using Batching Plant, transit mixture and concrete pump. |
| 54 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M 30using Batching Plant, transit mixture and concrete pump Height upto 5 M |
| 55 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical specificationsin cement concrete. |
| 56 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 57 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. |
| 58 | Drainage Spouts complete as per drawing and Technical specification. |
| 59 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 60 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.Stone/Boulder |
| 61 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 62 | 150 mm thick flat stone embedded in 300 mm thick PCC M15 |
| 63 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 64 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. |
| 65 | Wrought Iron and Mild Steel Welded Work (Wrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately) |
| 66 | Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : Medium shade pigment using 50% white cement, 50% ordinary cement |
| 67 | Providing & applying 2 components cold plastic paint rolled on surfacing material solvent free, skid resistant, material which has property of attaining 1.5-2.0 mm thickness in single coat application (Red) including surface cleaning and cost of material etc.(All complete as per direction of engineer-in-charge). (All inclusive on Bitumen & concrete surface ) work shall carried out as per IRC:35-2015 (Clause 2.4)). |
| 68 | Providing and fixing of precast cement concrete full batter kerbs, edgings etc as dimensioned 450 mm x 300 mm x 150 mm in M -20 grade as per approved design and pattern, (All complete as per direction of Engineer-in-charge). |
| 69 | Supply and fitting of reinforced poly fibre rectangular member fence having 900 mm height x 70 mm width x 35 mm thickness with clear spacing between two members as 150 mm, fixed with 100 mm x 150 mm MS plate of thickness 4.0 mm on concrete surface. (All complete as per direction of Engineer-in-charge). |
| 70 | 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 PCC 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)PCC M15 for Kerb Base |
| 71 | 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 PCC 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)PCC M20 for Kerb Cast in situ |
| 72 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over bed as per relevant IRC Code, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Red Paver Block |
| 73 | Providing and Displaying Ficus Retusa topiary well developed with fresh & healthy 5 to 6 big ball specific size and shape 180 to 210cm ht in 40 cmCement Pot as per direction of the officer-in-charge. |
| 74 | Providing and Displaying Golden Bottle brush Topiary well developed with fresh & healthy foliage 5 to 6 big ball 115 to 180 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 75 | Providing and Displaying Topiary of Casuarina fresh & healthy having 5 to 6 specific shape and size ball well developed 195 to 210 cm ht. in 40 cmCement Pot as per direction of the officer-in-charge. |
| 76 | Providing and Displaying Acalypha red well developed with fresh & healthy 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot as per direction ofthe officer-in-charge. |
| 77 | Providing and stacking of Jatropha multifida (red colour) of height 60-75 cm. multibranched in p.bag of size 25 cm as per direction of theofficer-in-charge. |
| 78 | Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per directionof the officer-in-charge. |
| 79 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, byspreading 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). |
| 80 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stackswill be reduced by 8% for payment) :Screened through sieve of I.S. designation 4.75 mm |
| 81 | Rough dressing the trenched ground including breaking clods. |
| 82 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. |
| 83 | Fine dressing of the ground. |
| 84 | 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). |
| 85 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. |
| 86 | 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) |
| 87 | 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 |
| 88 | 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 90 cm dia, and 90 cm deep |
| 89 | 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 60 cm dia, and 60 cm deep |
| 90 | 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 45 cm dia, and 45 cm deep. |
| 91 | 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)Trees Plant |
| 92 | 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)Shrubs Plant |
| 93 | 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)Hedge Plant /Ground cover |
| 94 | Cutting of designer hedge/edge removing of cut materials, cleaning, hoeing of hedge/edge bed watering manure and applying insecticides and fungicides etc.(excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge. |
| 95 | Topairy cutting/shapping of plant removing of cut materials, cleaning, hoeing of plants complete design hoeing of trees (Topairy) watering manure etc.(excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge . Height of Topairy above 120 cm. |
| 96 | Providing and wartering of irrigation water through water tanker of Horticulture features i.e. lawn, tree, shrubs, hedge/edge, ground cover etc. at the site of work. Water tanker having 5000 lit. capacity with one labour for watering i/c cost of water, filling of tanker, wartering at site with all leads and lifts as per direction of officer-in-charge.5000 litre per trip |
| 97 | Providing and applying anti termite treatment of infected trees i/c all branches/leaves by spraying chemical emulsion 0.5% (Chlorpyriphos 20% EC) concentration through power spray machine (@ 100 ml Chlorpyriphos per tree i/c cost of chemical) and as per direction of officer-in-charge.and as per direction of officer-in-charge. |
| 98 | Removal of garden waste by TATA 407 or equivalent including loading/ unloading and carriage upto 1 km lead,complete disposal upto designated place as per direction of officer-in-charge . |
| 99 | Add 18 % GST (in Basic Rate must fill 0.18) |
| 100 | Add 1% Labour Cess (in Basic Rate must fill 0.01) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedDec 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysDec 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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