Tender For Construction of Developing District Safe School Zone Near Govt. Boys Sr. Sec. School No. 2, Najafgarh, From T-Point Of Shivaji Marg (Najafgarh Road) To Jyoti Memorial Hospital (Both Side-500 Mtr.) From Rhtc Hospital To Govt. Veterinary Hos
Tender Value
7.90 Crore
Estimated cost
Bid Submission
23 Nov 2026
10 days left
EMD
15.81 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Tender for Construction of Developing District Safe School Zone Near Govt. Boys Sr. Sec. School No. 2, Najafgarh, From T-Point Of Shivaji Marg (Najafgarh Road) To Jyoti Memorial Hospital (Both Side-500 Mtr.) From Rhtc Hospital To Govt. Veterinary Hospital (350 Mtr), And Internal Road To School Gate (380 Mtr.) Total 1230 Mtr. Under Najafgarh South-West District Gnctd. (Sh:- Civil, Electrical & Horticulture Works)
BOQ
| Sl. No. | Item Description |
| 1 | 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-incharge.1.1) All kinds of soil |
| 2 | 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; including pumping of concrete to site of laying, 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.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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement2.1) All works upto plinth level2.1.1) Concrete of M10 grade with minimum cement content of 220 kg /cum.(Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate and fine aggregate is 100% each). |
| 3 | 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; including pumping of concrete to site of laying, 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.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 minimum specified 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 300 kg /cum |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.:4.1) Thermo-Mechanically Treated bars. |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:5.1) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | 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, Elite Brown, Cat Eye or equivalent. |
| 7 | Providing and laying Polished 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.Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent |
| 8 | 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: |
| 9 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 10 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 11 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete:On concrete work |
| 12 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 13 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 14 | 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. |
| 15 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - XI of ASTM-D 4956-09 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.Mandatory/ Regulatory sign boards of 600 mm diametre with support length of 3750 mm |
| 16 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - XI of ASTM-D 4956-09 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. Cautionary /warning sign boards of equilateral triangular shape having each side of 600 mm with support length of 3650 mm |
| 17 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 18 | 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 |
| 19 | Providing and laying at or near ground level factory made Dotted 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 Engineerin-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) |
| 20 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 21 | Providing and fixing Precast factory made cement concrete 60mm thick tectile for visually challenged person on footpath and laid in required line, level, curvature, colour and patten over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 22 | 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 50 mm 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 : 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 23 | 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 50 mm 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-35 grade with approved colour design and pattern |
| 24 | 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. |
| 25 | Add Cost [email protected]% |
| 26 | Correction factor @ 0.973 on DSR and DSR 2023 based MR items |
| 27 | Crazy marble stone flooring, including filling the gaps with light shade pigment with white cement marble powder mixture (3 parts of white cement: 1 part of marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 white, black or white and black marble chips of sizes from 1 mm to 4 mm nominal size by volume), with under layer 25 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size), including rubbing, polishing and cement slurry etc. complete :18 mm thick crazy marble stone white, black or as specified |
| 28 | Providing and fixing 36 MM thick Ethylene Propylene Diene Monomer (EPDM) [30 MM SBR (Styrene- Butadiene or Styrene-butadiene Rubber) & 6 MM EPDM] safety FLOORING with the help of BASF Glue 18 adhesive for children play area complete all as per manufacturer's specification and direction of Engineer- in-charge. |
| 29 | Providing and applying cycle symbol using thermpplastic paint as per IRC 35:2018 in cycle box at location speciified |
| 30 | Providing and applying Plastic spring post 80mm dia 750mm high at location speciified |
| 31 | Providing & Fixing Position precast reinforced cement concrete cylindrical bollard cum stool of size 400mm top dia, 300mm bottom dia, 475mm overall height, 150mm stem height and concrete grade M-30 as per approved design/drawing. The bollard shall be fixed in C.C. block mix 1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 300 mm dia and 150 mm deep including earth work in excavation, painting etc. complete as per direction and instruction of Engineer-in-Charge. |
| 32 | Providing and placing of precast RCC benches (chair bench with back Rest) using m-30 grade of concrete consisting of 2 no. L-shaped base support of thickness 100 mm having Back height 1000mm, front height 450mm and Base width 620mm having 5 No. of RCC planks 1500x100x50 mm and one number plank of size 1500x200x50mm in the approved colour and shade. The minimum weight of MS reinforcement bar in the base support will be 3.40 kg having 4 nos. 8mm dia M.S. Bar distributed alone the section and periphery of the legs with sufficient No. of 4mm dia MS stirrups. Each base support will have 3 nos. 12mm dia (2 Nos. 40mm and one number 65 mm long) galvanized coupling nuts welded suitably to the main reinforcement at appropriate locations so as to receive bolts for fixing of seats of concrete planks on base support and 3 holes to received carriage bolts for fixing back rest planks. The minimum weight of MS reinforcement bar in the plank of 200mm wide will be 4.4kg and of 100mm wide 2.90kg. All the RCC planks will have 2 holes of 14mm dia at appropriate location, so as to receive 12mm dia galvanized bolts for fixing on the base support. One of the planks of size 1500x100x50mm shall be engraved in the centre at the back with letter PWD, 2 plank of size 1500x100x50mm will be bolted to coupling nuts provided in the base support on both sides with 2 numbers of 12mm dia and 65mm long galvanized steel CSR bolt and one Eva washer for each bolt to form a seat 3 planks of size 1500x100x50mm will be bolted to coupling nuts provided in both the base support to form back rest with 6nos. (Two nos. in each planks) half threaded carriage bolts and nuts of size 165mm long and 8mm dia with Eva and steel washers. The holes visible at the back side of the bench will be sealed with cement mortar after assembling sides edges of all the planks shall be painted with acrylic base paint of approved colour and shade and front portion of seating and back rest planks shall be polished to given glossy finish complete as per direction of Engineer-in-charge |
| 33 | Providing and fixing Uni-Stone make or equivalent Glass Reinforced Concrete (G.R.C.) Screens casted with Spray Mix concrete design in approved size, Patten, thickness of 50mm on the outer Boarder & 25-30mm for internal member and shade. The Screens should be made from 53 grade White Portland Cement manufactured by JK Cement or Birla White, White Quartz fine graded sieved silica Sand, Alkali Resistant Glass Fiber Manufactured by NEG Japan, Owen Corning Saint Gobain or equivalent, Super Plasticizers manufactured by Karochem or equivalent, polymers manufactured by Nova Polychem or equivalent and U.V. resistant Synthetic inorganic pigments should be used for pigmentation manufactured by Phenochem industries or equivalent. The Screens casting shall take place with layering methodology using Direct Power Spray machines. The GRC Screens flexural strength average L.O.P. should be above or equivalent to 6 N/mm2 & M.O.R. Should be above or equivalent to 15 N/mm2 for tests done on 28 days cured samples. The fixing of Screens should be done using Dry fixing method onto structural support members i.e. R.C.C., Brick work, MS Framework. SS/MS Galvanized Clamps & Pins fasteners to be used of Worth, Hilti & Fischer or equivalent. All cast in Socket to be Epoxy primer Coated. Electrodes to be used of Advani, Mangalam, Esab or Victor brand or equivalent, all as per manufacturer's specification and direction of Engineer- in-charge. Vendor shall submit shop drawings of same, the drawings to be duly approved from Engineer-in- charge at site. |
| 34 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 35 | Providing, fabricating, supplying and installing Greenvent Reflock System pre-engineered structural support and Reflock noise barrier panel system on top of existing concrete crash barriers, including all materials, labour, tools and equipment, complete as per approved drawings, IS 875 load standards, IRC specifications and EN 1793/1794 standards.Steel Structure & Fixing: Prefabricated IS 2062 Grade H-column vertical posts, 1.5 m in height, complete with base plates and wind ties spaced at 2.0 m centre-to-centre. All steelwork shall be hot-dip galvanized and finished with one coat of etch primer followed by two coats of PU paint. Posts shall be anchored using Grade 5.8 chemical fasteners.Reflock Noise Barrier Panels: 8 mm thick transparent/translucent unbreakable polycarbonate sheets, co-extruded with 50-micron UV protection, fixed in GI perimeter frames with weatherproof gaskets, complete with 10-year warranty. |
| 36 | Providing, installing and fixing with necessary clamps etc. retro reflective Single Side Overhead Gantry/Cantilever Signboards comprising of customized modular PU (Poly Urathane) Epoxy coated MS hollow seçtion frame work, aluminum composite panel (ACP) both side PVDF (Polyvinylidene Fluoride) coated or as specified as base board, digitally printed micro prismatic retro reflective sheet signange with QR Codes. (i). The horizontal and vertical members of the Mild Steel frame module shall be made of Mild Steel hollow section of size 50x50x3.60mm as per approved drawing and each panel shall be braced diagonally (one way only) with same section. (ii). The aluminum composite panel (ACP)shall have a thickness of 4mm consisting of 3 mm thick non FR grade thermoplastic core of LDPE/ SDPE sandwiched between 0.50 mm thick aluminum sheet. The ACP shall be routed, folded and fixed on the MS frame with VHB (Very High Bond) tape, 24mm wide and 2.3mm thick provided throughout the length and breadth of the frame including riveting at the right angle face of the frame with pop riveting or with self taping Stainless Steel screws 5mm dia spaced not more than 300mm center to center ensuring that no riveting is seen on either face of the frame. (iii). On the front face of the ACP, micro prismatic retro reflective sheet conforming to Type-XI of IRC 67-2022 and STM:D4956-17 with digitally printed signs on top of the base retro reflective sheeting covering the entire sign facia (end to end) shall be pressure fixed. The sign shall be manufactured using a system of matched components of reflective sheeting and overlay films and digital inks manufacuted and supplied by the reflective sheeting manufacturer. The digital printer and digital ink shall be approved by the reflective sheeting manufacture. Digitally printed traffic colour (which ever required) areas on white sheeting shall not be having less than 70 percent of the value of the coefficient of retro reflective established for its colour and type of sheeting. |
| 37 | (iv). The rear side of the Mild Steel frame shall be covered with balancing ACP of the same description as mentioned above and shall be fixed in the similar manner as described above. The edges of the board shall be covered all-round with powder coated (should not less than 50 microne) die cast extruded aluminum channel of required color and shade of size 98-68x12x2 mm or adiquate size The channel shall be fixed using two rows of double sided Very High Bond tape of above description The channel shall further be secured by pop rivets having Stainless Steel screws of 5 mm dia at junctions and corners. (v). Labes/QR Code to be printed on signage at bottom right side corner (2”x2”) with details like name of manufacture, date of manufacturing, code of reflective sheeting used, warranty etc. Note:- The rate shall include all materials, labour, equipments, fabrication transportation, erection, installation lowering down the structural frame from the gantry, fixing and erecting the same in position and incidentals all complete as per direction of Engineer-in-Charge. Only front area of the board shall be measured for payment i.e. only one side shall be measured for payment (All structural steel work shall be paid for separately under the relevant agreement item, except Mild Steel hollow section frame work and fixing arrangement with clamps for the sign boards which are included in this item) |
| 38 | Providing & fixing pre-fabricated precast solid open U shaped RCC drain, drain cover, box culvert, crash barrier, retaining wall, silt chamber etc. using wet-cast technology with self-compacting concrete of grade M-50 and thermo-mechanically treated (TMT) steel bars of grade Fe-550D including straightening, cutting, bending, placing in position and binding, all complete upto plinth level with provisions of shear keys, connecting loops, necessary cutouts/holes lined with dowel tubes of required sizes for services i/c making necessary opening for manhole purpose of required size and shape and providing manhole cover with proper lifting arrangement of various thicknesses, shape and size using high quality steel molds including loading, transportation from factory to site of work, unloading, stacking at site and placing in final position with the help of required capacity cranes all complete as per IS-11447:1985 and as per approved shop drawings and design mix complete as per the directions of Engineer-in-Charge. The RCC precast drain along with drain cover taken together as an integrated system, shall be capable of carrying a wheel load of 5 Ton of vehicular load.The precast elements shall be manufactured in a controlled factory environment with approved methodology/technology having all facilities including automated steam curing, automated reinforcement cage making facility, NABL accredited in-house laboratory with all testing facilities etc. complete as per the directions of Engineer-in-Charge. |
| 39 | The installation of RCC precast drain, drain cover, box culvert etc. shall be done in correct and final position with proper line, level and plumb at site after making all arrangements of requisite T&P e.g., cranes, push-pull jacks etc. for lifting, placing and alignment of elements within erection tolerance as per IS-15916:2020, as per approved shop drawings, complete as per direction of Engineer-in-Charge including cost of all material and all tools & machinery required for casting for all works up to plinth level complete as per the directions of Engineer-in-Charge.Note:- i). Minimum cement content considered in this item is 425 kg/cum. Nothing extra shall be paid on account of design mix specifying cemen |
| 40 | Providing and laying factory made CC Saucer Drain As per aproved size and design with 300x300x100/70 mm of required strength, thickness & size/shape, made by table vibratory method using PU Mould, laid in required colour & pattern over 50mm thick compacted be of coarse sand, compacting and proper embedding/lying of inter locking paver blocks into the sand bedding layer through vibrator compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per direction of Engineer-in-Charge. |
| 41 | Providing and fixing position precast reinforced cement concrete bollards of size 950mm height 150 mm dia vibro compacted accuarately designed, moulds appropriate reinfrced with plastic spaced and concrete grade of M-25 as per approved design/drawing. The bollards shall be fixed in CC block mix 1:2:4 (1 Cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and of size 30x30x30 cm including earth work in excavation etc. complete as per direction and instruction of Engineer-in-Charge. |
| 42 | Providing and applying 5mm thick Bar marking as per IRC 35 (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 43 | Air Walker: Providing, designing and fixing of Air-Walker of size 1100 x 550 x 1480mm fabricated with main post of 114mm dia and 2.5mm thick and other pipes of 40mm dia 2.5 mm thick made up of hot rolled tubular steel and hot dipped galvanized and powder coated 80-120 micron thick using Akzo Nobel or equivalent in desired shade and colour. All welding joints of pipe shall be robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all the welding points prior to finishing. All open ends of pipe to be closed with GI/ LLDPE caps, base plate cover shall be made of virgin LLDPE plastic by rotational molding with minimum 8mm thickness, UV resistant and colour as approved by Engineer in charge. High quality grip rubber should be used on handles. Foothold shall be made of nylon alloy with rounded edges to prevent impact and injury. Maintenance free bearings should be used in the equipments manufactured by reputed company duly oil sealed and self lubricated to be approved by Engineer-in-charge. The equipment shall be fitted with in-built limiters. The equipment shall be fixed on ground with concrete of minimum strength M-25 and J shaped welded bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with base plate cover, all complete as per directions and approval of Engineer-in- charge regarding material, shape of equipment, colour (of metal, seat and pedal), and fixing of equipment etc (the cement concrete and excavation work shall be paid separately). |
| 44 | Pull chair: Providing, designing and fixing of pull chair in a pair of size 2500 x 800 x 2000 mm fabricated with main post of 114mm dia and 2.5mm thick and rest of the pipe 40mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel or equivalent of 80 - 120 micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber on top end. Pedals shall be made up of Nylon alloy with rounded edges to prevent any impact or injury seat and base plate cover to be made up from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic as 8mm, colorful and UV resistant and environmental friendly. Bearing used shall be maintenance free, duly oil sealed and self lubricated made by reputed company to be approved by Engineer in charge. Equipment to be fitted with inbuilt limiters to prevent unwanted movement. All open ends of pipe to be closed by GI/ LLDPE caps for user safety. The equipment to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolt and once the concrete is set, fix the equipment on to it and cover with the base plate. All complete as per direction and approval of engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipments etc (the cement concrete and excavation work shall be paid separately). |
| 45 | Arm wheel: Providing, designing and fixing of arm wheel in a pair of size 850 x 800 x 1800 mm fabricated with main post of 114mm dia and 2.5mm thick and rest of the pipe 40mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel or equivalent of 80 - 120 micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber. Pedals shall be made up of Nylon alloy with rounded edges to prevent any impact or injury and base plate cover to be made up from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic as 8mm, colorful and UV resistant and environmental friendly. Bearing used shall be maintenance free, duly oil sealed and self lubricated made by reputed company to be approved by Engineer in charge. Equipment to be fitted with inbuilt limiters to prevent unwanted movement. All open ends of pipe to be closed by GI/ LLDPE caps for user safety. The equipment to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolts and once the concrete is set, fix the equipments on to it and cover with the base plate. All complete as per direction and approval of engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base plate and fixing of equipments etc (the cement concrete and excavation work shall be paid separately). |
| 46 | Twister: Providing, designing and fixing Double twister of size 1700 x 1300 x 1300 mm fabricated with main post of 114mm dia and 2.5mm thick and rest of the pipe 40mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel or equivalent of 80 - 120 micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber. Foothold shall be made up of nylon alloy with rounded edges to prevent any impact or injury and base plate cover to be made up from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic as 8mm, colorful and UV resistant and environmental friendly. Bearing used shall be maintenance free, duly oil sealed and self lubricated made by reputed company to be approved by Engineer in charge. Equipment to be fitted with inbuilt limiters to prevent unwanted movement. All open ends of pipe to be closed by GI/ LLDPE caps for user safety. The equipment to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolts and once the concrete is set, fix the equipments on to it and cover with the base plate. All complete as per direction and approval of engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base pedal and fixing of equipments etc (the cement concrete and excavation work shall be paid separately). |
| 47 | Elliptical cross trainer : Providing, designing and fixing elliptical cross trainer of size 1200 x 540 x 1600 mm fabricated with main post of 114mm dia and 2.5mm thick and rest of the pipe 40mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel or equivalent of 80 - 120 micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber. Pedals shall be made up of Nylon alloy with rounded edges to prevent any impact or injury and base plate cover to be made up from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic as 8mm, colorful and UV resistant and environmental friendly. Bearing used shall be maintenance free, duly oil sealed and self lubricated made by reputed company to be approved by Engineer in charge. Equipment to be fitted with inbuilt limiters to prevent unwanted movement. All open ends of pipe to be closed by GI/ LLDPE caps for user safety. The equipment to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolts and once the concrete is set, fix the equipments on to it and cover with the base plate. All complete as per direction and approval of engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base plate and fixing of equipments etc (the cement concrete and excavation work shall be paid separately). |
| 48 | Providing and fixing Delux Merry Go Round made from GI pipe, safe Area 8x8x3 feet, capacity 4 children, main frame FRP sheet/Aluminium chequered sheet, diameter 5 Feet, bearing heavy-duty taper/roller. The foundation pipes are embedded in cement concrete all complete as per direction of Engineer-in-charge. |
| 49 | (ELECTRICAL COMPONETNS) |
| 50 | Supply and erection of flange mounted hot dip Galvanized Octagonal Poles of 12 mtrs. height made from 4 mm thick HT Steel plate, having bottom dia of 200 mm. & top dia of 100 mm. complete with window with flash cover at a height of 0.5 mtrs from the base for cable termination block etc. and galvanized base plate of size 320mm x 320mm x 20mm thick on existing cement concrete pedestal as required i/c supplying and fixing of the following in the window box provided for cable termination:- a) Supply & fixing 6 mm thick laminated mounted sheet inside the window mounted on and i/c providing and welding 3 Nos. GI strip 4 mm thick of suitable length and having suitable size tapped holes - 2 Nos on each strips.b) Supply and fixing 63 amps. terminal block suitable for 25 sq. mm conductor- 4 Nos. & shorting links as required. on DIN channel i/c pdg. and fixing DIN channel of suitable length - 1 No. on the existing laminated sheet. c) Supply & fixing of 6 amp. SP MCB 'C' characteristics Curve - 1 Nos, earth stud - 1 Nos, welded at suitable height two nos washers, springs washers & nuts. d) Cable support clamp sutiable for 4 Nos. of 4 x 25 sqmm cable. |
| 51 | Supplying & erection of flange mounted hot dip galvanized octagonal poles of 6 mtrs. height made from 3 mm thick HT steel plate having bottom dia of 130 mm & top dia of 70 mm complete with window with flash cover at a height of 0.5 mtrs from the base for cable termination block etc. and galvanized base plate of size 200 mm x 200 mm x 12 mm thick on the existing cement concrete pedestal as required i/c supplying and fixing of the following in the window box provided for cable termination : a) Supply & fixing 6 mm thick laminated mounted sheet inside the window mounted on and i/c providing and welding 3 Nos. GI strip 4 mm thick of suitable length and having suitable size tapped holes - 2 Nos as reqd.b) Supply and fixing 63 amps. terminal block suitable for 25 sq. mm conductor- 4 Nos. & shorting links as required. on DIN channel i/c pdg. and fixing DIN channel of suitable length - 1 Nos. on the existing laminated sheet. c) Supply & fixing of 6 amp. SP MCB 'C' characteristics Curve - 1 Nos, earth stud - 1 Nos, welded at suitable height two nos washers, springs washers & nuts. d) Cable support clamp sutiable for 4 Nos. of 4 x 16 sqmm cable. |
| 52 | Supplying & Febrication of 4 Mtr decorative mild steel galvanized tubular pole having bottom 1000mm (Long) x 4mm (Thick) x114mm (Dia) and Top 3000mm(Long) x 3mm (Thick) x 75mm (Dia) with cast aluminium emb-E3 the poles are primer coated and Painted with polyurethane paint. The pole has a service window at the bottom comprising four way 25amp connector terminal and 01 No. 5-32 Amp SP MCB. Pole has 20 mm thick base plate having four numbers mounting holes and can be mounted with four numbers anchor bolts etc complete as reqd |
| 53 | Providing and laying in position 1:1½:3 reinforced cement concrete foundation made out of ready mix M-20 grade concrete of size 600mm (L) X 600mm (B) wide and 1500mm deep i/c excavation of earth/WBM Road/CC Road, providing , cutting, bending and placing in position, reinforcement of cold twisted bars of 12mm dia - 1600mm long (approx)-8 Nos. and reinforcement ring of cold twisted bar of 8mm dia - 2800mm (approx) - 10 nos. (with 150mm spacing) as required with positioning of foundation bolts and providing 90 mm. (O.D.) DWC, HDPE pipe for cable entry & exit etc complete as reqd. (Only RMC shall be used at site in presence of Engineer-In-Charge or his authorized representative) |
| 54 | Providing and laying in position 1:1½:3 reinforced cement concrete foundation made out of ready mix M-20 grade concrete of size 450mm (L) X 450mm (B) wide and 1200mm deep i/c excavation of earth/WBM Road/CC Road, providing , cutting, bending and placing in position, reinforcement of cold twisted bars of 12mm dia - 1200mm long (approx)-8 Nos. and reinforcement ring of cold twisted bar of 8mm dia - 2600mm (approx) - 10 nos. (with 150mm spacing) as required with positioning of foundation bolts and providing 75 mm. (O.D.) DWC, HDPE pipe for cable entry & exit etc complete as reqd. (Only RMC shall be used at site in presence of Engineer-In-Charge.) |
| 55 | Supplying and fixing 4 Nos. 24mm dia X 750mm long Gl foundation bolt (EN8 grade) with nuts. washer including 2 Nos. template of 3mm thick size 225 x 225 mm with 4 nos. 16 mm dia holes, to match with PCD of Pole base plate as reqd. (12 mtr. Pole) |
| 56 | Supplying and fixing 4 Nos. 16mm dia X 600mm long Gl foundation bolt (EN8 grade) with nuts. washer including 2 Nos. template of 3mm thick size 225 x 225 mm with 4 nos. 16 mm dia holes, to match with PCD of Pole base plate as reqd. (6 mtr. & 4 mtr. Pole.) |
| 57 | Supplying, installation, Testing & Commissioning of Street light LED fixture powder coated pressure die cast aluminium body with driver as per the requirement with Driver efficiency >85%, 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 as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen 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 ≥105 <120 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). |
| 58 | 200 watt |
| 59 | 90 watt |
| 60 | SITC of 40-45 Watt LED type Post Top Lamp made of Die Cast aluminium housing, having system efficacy >100 lumen/watt. Input voltage range 100-270V, P.F>0.95, Color temp in the range 5000K to 6000K, CRI>70, IP66, driver efficiency > 85%, surge protetion line to line - 5 KV & line to ground 10 KV, thermal & impact registance > IK-06 minimum 50000 burning hrs i/c connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing with suitable reducer, fastner etc. as complete required(LED shall be Nichia/Osram/Cree/Philips with LM 79 & 80 test report) |
| 61 | Fabrication, supplying & fixing of Single/Double/Triple/Quadruple armed galvanized iron bracket of 1.0 mtr long arm of suitable dia on top/in between on the existing pole on suitable height as directed by Engineer-in-charge with tightening bolts etc complete as reqd.(Sample must be approved by Engineer-in-Charge before installation at site) |
| 62 | Supplying and drawing 3 x 4 sqmm of PVC insulated Aluminium conductor flexible round cable in existing 4/6/12 mtr. Height pole and bracket from cable termination connector to fitting i/c connection etc as reqd. |
| 63 | 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 reqd.56.1) 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 64 | Supplying & laying of one number following size XLPE insulated and PVC sheathed Aluminium conductor armoured power cable of 1.1 KV grade in the follwing manner etc as complete reqd. a. In the existing RCC/ HUME/ METAL pipe.) 57.1) 4 x 25 |
| 65 | Providing, boring and laying HDPE pipes (ISI Marked) of 110 mm O.D. confirming to IS:4984-1995 as amended upto date with pressure rating of 4 Kg/Sq.cm by trench less technology with no dig method by making bore hole in horizontal direction across the road as per direction of Engineer-In-Charge with mouling equipment or mannual i/c jointing cleaning, roadding of pipe. Providing, suitable covers on mouth of pipes, excavation & making of pits of required size at a depth of 1.30 mtrs to 2.00 mtrs to connect the cable in pole window i/c repair the same etc as reqd. (For Road crossing or RCC/CC portion/pole to pole in different location) |
| 66 | 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 |
| 67 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/submain wiring/ cable as required. |
| 68 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 69 | Fabrication, Supplying, installation, testing and commissioning of Outdoor type double door floor mounted modular, sectionalised, compartmentalized, MV cubicle panel 300 mm deep made out of CRCA steel of 2 mm thick for frame work, enclosure and doors, 3 mm thick for gland plates with stiffeners wherever required, having vibration free structure chemically treated with seven tank process before painting for surface treatment and powder coated, with 4 nos. 300 Amp. electrolytic grade high conductivity Aluminium busbar in two section, DMC/SMC busbar supports, suitable for 3 phase 415 V 50 HZ AC supply, top should hut type for protection from rain, dust, duly fixed on MS angle iron frame work of size 50mm. x 50mm. x 6mm. (NS) 90 cm long legs out of which 45 cm duly grouted in cement concrete 1:2:4 (1 cement : 2 sand : 4 stone aggregate 20mm) i/c connection, interconnection with aluminium thimbles, panel shall have a common Aluminium earth bus 32 mm x 6 mm size at the rear with 2 Nos earth stud (No of Panel & drawing approved by Engineer-in Charge before fabrication) |
| 70 | Supplying and fixing of following accessories in the existing cubical panel board/feeder pillar including connection testing etc. as required. |
| 71 | INCOMER: 1 No. 200 Amp. 415 Volts 3P MCCB of 25 KA (Ics = Icu = 100%). |
| 72 | METERING: 1 Set of Digital Voltmeter (0-500 V) 96 sq.mm. flush type with selector switch. |
| 73 | 1 Set of Digital Ammeter (0-200 A ) 96 sq.mm. flush type with selector switch with CTs. |
| 74 | LED phase indication lamps (1 Set of 3 Nos. LED,RYB) with protection. |
| 75 | OUTGOINGS (BUS BAR - A) |
| 76 | 100 Amps 415 Volts TP MCCB of 16 KA (Ics = Icu = 100%). |
| 77 | 110 Amp. TP Power contactor (ML-6 AC-3 rating of equivalent) |
| 78 | 2 module Digital Time switch |
| 79 | OTHER ACCESSORIES |
| 80 | Danger notice plate. |
| 81 | Fabrication, Supplying and fixing of wiremesh frame work made out of 40 mm x 40 mm x 5 mm thick Angle iron having 40x6 mm flat strip & wiremesh 6 swg dia M.S. wire with 25 mm x 75 mm space in between mesh & top covered for rain protection by 16 SWG MS Sheet and making main door gate having suitable locking arrangement with 2 Nos. locks (Frame size shall not be more than 60 cm x 90 cm) i/c grouting with cement concrete & painting with synthetic enamel paint of approved colour quality after applying the red oxide primer on existing feeder pillars etc. complete as reqd. |
| 82 | Supplying, installation, testing & commissioning of LED Uplighter Fittings of size 180 mm dia are made of Al. die casting with suitable SS housing fixture to fixing in ground in CC foundation, operating on 220 volt 50 Hz having minimum 4000 luminun and system efficancy not less than 100 lm/watt with IP 68 Protection and minimum IK-07 rating, CT 2700 - 3000K, minimum CRI 75 including making of suitable size foundation with complete mounting arrangement i/c providing and fixing of wiremesh enclosure arrangement and all ccessories/attachments, making connections etc. as reqd as per direction of Engineer-in-Charge. |
| 83 | Less Credit cost for following old dismantled materials. |
| 84 | 10 Mtr. Pole with double bracket |
| 85 | 10 Mtr. Pole with single bracket |
| 86 | 8 Mtr. Pole with single bracket |
| 87 | 12/16 Mtr. High Mast |
| 88 | 90/150 watt street light |
| 89 | Panel accessories with wiremesh |
| 90 | Cable associates |
| 91 | HORTICULTURE |
| 92 | 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. |
| 93 | Estimate Cost after using factor DSR 2023 Civil on GST @ 0.973 |
| 94 | Add cost index @ 4.03% = |
| 95 | 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). |
| 96 | 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). |
| 97 | 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). |
| 98 | Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded). |
| 99 | Supply of different type of plants |
| 100 | Providing and stacking of Calliandra hybrida of height 75-90 cm. with 4- 5 branches in bag of size 25 cm as per direction of the officer-in-charge. |
| 101 | Providing and stacking of Hamelia patens of height 60-75 cm. with 6-8 branches in poly bag of size 25 cm as per direction of the officer-incharge |
| 102 | Providing and stacking of Tabernaemontana divaricata (Chandni double) of height 75-90 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. |
| 103 | Providing and stacking of Ficus benjamina (green) height 120-135 cm. with 6-8 branches and lush green foliage in gunny bag size 25 cm as per direction of the officer-in-charge. |
| 104 | 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. |
| 105 | Providing and stacking Ficus Long Island Topiary well developed with fresh & healthy 5 to 6 big ball specific size and shape 120 cm to 150 cm ht in 40 cm Cement Pot/ Plastic Pot and as per direction of the officer-in-charge. |
| 106 | Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in poly bag of size 25 cm as per direction of the officer-in-charge. |
| 107 | Providing and stacking Areca Palm having ht. 1.20 m to 1.50 m with 5 to 6 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot / Plastic pot and as per direction of the officer-in-charge. |
| 108 | Providing and stacking Cycus cirsnallis well developed with fresh & healthy 35 to 40 lush green leaves in 40 cm Cement Pot/ Plastic Pot and as per direction of the officer-in-charge. |
| 109 | Providing and stacking Livistona Palm having ht. 30 cm to 45 cm, well developed with 5 to 6 leaves, fresh & healthy foliage in 25 cm size of Earthen pot / Plastic pot and as per direction of the officer-in-charge. |
| 110 | Plantation of Trees, Shrubs, Hedge, ground covers and seasonal plants at site i/c watering and removal of unsaverieable material’s as per direction of officer in charge (excluding cost of plant & water).73.1) Shrubs Plants |
| 111 | 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. |
| 112 | Providing services of Tempo TATA - 407 or equivalent for 8 hours duty with driver and four nos. labours with necessary T & P and stock items complete for disposal of horticulture waste /malba /rubbish up to all leads & lifts and carriage of other routine horticulture material like potted plant broken pots etc. from one place to another Place from 9AM to 5PM and beyond duty hours as and when required as per direction of officer- in- charge (Diesel, mobil oil and other material if required will be provided by the contractor).(Total = 365 Day) Alternet Day = 182.50 DaySay = 183 Day |
| 113 | Complete maintenance of shrubs (outside garden features), jobs like making of basin at regular interval including weeding, watering, prunning and application of fertilizer etc, (excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge. (1 Mali for 500 Nos. Shrubs) |
| 114 | Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/edge-bed, watering, manuring 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.77.1) Hedge cutting (Normal Hedge) upto 1.2 mtr. height (As per yard stick 1 mali = 3000 running mtr.) |
| 115 | Less Credit for used pot of size upto 25 cm Earthen/Plastic Empty Pots as per direction of Officer-in-charge. |
| 116 | Less Credit for used pot of size upto 35 & 40 cm Cement/Plastic/Challi Empty Pots as per direction of Officer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysNov 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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