Tender for Tender for Work No. 01 Construction Work Of 45.00 M Wide Master Plan Road From Jakonda To Radha Kund Road In Mathura District.
Tender Value
57.10 Crore
Estimated cost
Bid Submission
28 Jul 2026
1 days left
EMD
1.14 Crore
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mathura → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Work No. 01 Construction Work Of 45.00 M Wide Master Plan Road From Jakonda To Radha Kund Road In Mathura District.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Jul-2026 | Date Extention | Date | 28-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Dismentaling of existing structures like culverts,bridges,retaining walls and other structure consisting of masonry ,cement concrete,wood work,steel work,including T&P and scaffolding whereever necessary,sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lifta and lead of 1000 mtr by mechanical means cement concrete M-15 & M-20 Mathura SOR Ch 4 item 1 |
| 2 | Dismentaling of flexible pavements and disposal of dismentaled materials up to a lead of 1000 metre,stacking serviceable and unserviceable materials seperately By Mechanical Means Bituminous Courses Mathura SOR Ch 4 item 5 |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. Dsr 2.31 |
| 4 | 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), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the as per Mathura Sor ch 5 item no .22 Mathura SOR Ch 5 item 22 |
| 5 | Providing and laying Cement concrete 1:4:8 (1cement : 4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. DSR 4.1.8 |
| 6 | Reinforcement cement concrete (M-25) in sub- structure complete as per drawing and Technical specifications clause 1500, 1700 & 2100 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6 |
| 8 | 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 : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat 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 cover23 kg and weight of frame 15 kg) : DSR 19.7.1 |
| 9 | Construction of RCC Cast in citu K.C Drain on Both side of the road.including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork as direction by Engineer-in charge or Technical Specifications AR as Per Mathura SOR |
| 10 | Supplying and fixing Ductile iron Grating rectangle without frame 150x150mm (as per EN-124) for Long Tail Bend 88D , 100mm dia as per IS 15905), the weight of grating to be not less than 5 kg. Long Tail Bend Jointed by Shielded coupling (SS-304) 100mm dia MR |
| 11 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR-13.80 |
| 12 | 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@ 2.20 kg/10 sqm) DSR 13.82.2 |
| 13 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Mathura SOR Ch 5 item 26 |
| 14 | Providing, laying spreading & compacting of Granular Sub Base by providing coarse graded (Fr-1) materials, sprading in uniform layers with Motor Grader on prepared surface, mixing by mix I n placed method with Rotavator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MoR &H clause 401& as directed by Engineer Incharge including all machine charges & including all labour, T& P etc req for proper completion of work. As per Morth 401 AR |
| 15 | Providing, laying spreading & compacting graded stone aggregate of approved quarry to wet mix macadam (WMM) specification including premixing the material with water at O.M.C in machenical mix plant carriege of mixed material by tipper to site, lating in uniform layers with paver in sub -base /base course on well prepared suface & compacting with vibroatory roller to achieve the desired density complete as per MoR &H clause 406& as directed by Engineer Incharge including all machine charges & including all labour, T& P etc req for proper completion of work. AR |
| 16 | Providing, & applying Priming Coat with bitumen emulsion on prepared surface of grangular base including cleaning of road surface and spreading primer @ 0.60 kg/sqm. using mechanical means. Before applying primer coat, the surface will be cleaned with Air Compressor and water will also be sprinkled with water tanker to keep the surface Moist. The prime coat will be applied 24 houre before the application of bitunenous course including all Taxes material, labour, T& P etc. required for proper completion of work. Rates including of bitumen emulsion. AR |
| 17 | Providing, & applying Tack coat with bitumen VG-10 using Bitumen pressure distributor @ 0.30 kg/sqm on the prepared grangular/ old painted surface, cleaned with mechanical broom including all Taxes material, labour, T& P etc. required for proper completion of work. Rates including of bitumen VG-10 AR |
| 18 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler,transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 4.25% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. AR |
| 19 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 16.57.1 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.4% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity AR |
| 20 | 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-10 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 408. Mathura SOR Ch 8 item 17 |
| 21 | Supply & Fixing HDPE Pipe as per IS:4984:1995, SDR 21 DN 110mm (OD) dia. Material grade PE 100 OR PE 63 and Pressure Ratings : PN 5 OR PN 6 and wall thickness 7.70 to 8.60mm incl. material, labour T&P etc for proper completion of the work. MR |
| 22 | Supply & Fixing HDPE Pipe as per IS:4984:1995, SDR 21 DN 160mm (OD) dia. Material grade PE 100 OR PE 63 and Pressure Ratings : PN 6 OR PN 4 and wall thickness 7.70 to 8.60mm incl. material, labour T&P etc for proper completion of the work. MR |
| 23 | Providing and Laying of of precast concrete blocks ( Interlocking ConcretePaver Blcok) for paving of thickness 80mm (compressive strength not less than 30 Mpa as specified in IS:15658) including 25mm thick local sand base levelling and dressing of surface to required level and slope,filling joints with local sand all complete work as specified in IS 15658:2006 Rubber Molded In grey colour Mathura SOR Ch 5 item 17 |
| 24 | Providing and Laying of of precast concrete blocks ( Interlocking ConcretePaver Blcok) for paving of thickness 80mm (compressive strength not less than 30 Mpa as specified in IS:15658) including 25mm thick local sand base levelling and dressing of surface to required level and slope,filling joints with local sand all complete work as specified in IS 15658:2006 rubber molded in other colour Mathura SOR Ch 5 item 17 |
| 25 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per som area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35-2015 The finished surface to be level, uniform and free from streaks and holes. Mathura SOR Ch 8 Item No.2 |
| 26 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/Transverse bar)Providing and laying of hot applied thermoplastic compound 15 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 15 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. As Per Lucknow Circle Letter No. 873/19 M-LC/2023 dated 03/02/23 |
| 27 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 upto date made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 upto date. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of government report shall be uploaded while quoting tender. 60 cm circular with definition plate (20cm X 60cm) Mathura SOR Ch 8 Item No.18 |
| 28 | 60 cm equilateral triangle with definition plate (20cm X 60cm) |
| 29 | 30X90 cm (Left/Right) Object Hazard |
| 30 | xi) 45X90 cm two way Object Hazard |
| 31 | 60 mm x 45 mm rectangular with diffinitation plate (20cm X 60cm) |
| 32 | 60 cm circular with definition plate (20cm X 60cm) |
| 33 | 60 cm equilateral triangle with definition plate (20cm X 60cm) |
| 34 | 60 mm x 45 mm rectangular with diffinitation plate (20cm X 60cm) |
| 35 | Direction and place Identification signs up to 0.90 sqm size Board 8.5) Providing & erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility. liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation,the Employer/ Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals & borders etc should be as per MoRTH specification No-801.3.7 Sheet fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm., below ground level as per approved drawing, complete. Mathura SOR Ch 8 Item No.19 |
| 36 | Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Impact Polystyrene) or Acrylonitrile Butadien Styrene (ABS) or Any other suitable material approved by the Engineer.The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280.The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face.Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 or equivalent.The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name,trade or other means of identification of the manufacture. epoxy installations,excess adhesive around the edge of the marker,excess adhesive on the pavement & adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel ,to the Engineer . In addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced , damaged , get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer , at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.RPM with Shank Mathura SOR Ch 8 Item No.5 |
| 37 | Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. , Use of Median Marker provides safety against collision happening with medians during night time , or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67 upto date. Flexible Median Marker shall be of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability 'and U shape structure having rebound / bounce back property. the sheeting shall be of Type XI conforming to IRC:67 upto date and it should be on both .the faces whereby providing maximum reflectivity at longer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination of epoxy adhesive and grouting/ drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 rnm Reflective Area: Shall not be less than 90 cm square . Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kg f Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. Mathura SOR Ch 8 Item No.6 |
| 38 | Supply & fixing of Linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across wide range of observations and external angles. Eatch LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brick work with 16 Nos Mathura SOR Ch 8 Item No.9fastner/ screw . |
| 39 | Aluminum-backed flexible prismatic sheeting shall be made of yellow colored flexible prismatic sheeting with non-metallic prismatic lens formed in a transparent, synthetic resin as retro reflective elements. This flexible prismatic sheeting shall have black and yellow stripes with aluminum backed flexible prismatic Type VI sheeting conforming to ASTM: D4956 . specifications and standards of coefficient of retro reflectivity, flexibility and impact resistance applicable for reboundable devices. This flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black colour in a continuous roll format. Width of object marker shall be 300 mm. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.Mathura SOR Ch 8 Item No.24 |
| 40 | Tubular Markers (Spring post or Spring Bollard)S/F of plastic Tubular bollards having 450 mm to 700 mm Height, shall be attached to the pavemet to display the minimum 50 mm width of reflective bands to the approaching road users including labour, material, T&P etc. for propar completion of the work. 700 mm Height Mathura SOR Ch 8 Item No.23 |
| 41 | Supply, fixing & eraction of built up Overhead Structure of 12M-15M span comprising of two vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 (cement coarse sand and 40 mm gauge stone ballast and RCC M-25 cement concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect. The Rates shall include cost of design, fabrication, supply, transportations, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. Mathura SOR Ch 8 Item No.7 |
| 42 | Supply, fixing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast and RCC - M25 grade concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect The Rates shall include cost of design fabrication, supply, transportation, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. Mathura SOR Ch 8 Item No.4 |
| 43 | Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 140 to 150 Watt. Confirming to IP 66 Protection complete in all respects PWD SOR 2018 S.I. NO. 1425 Cat. AAA |
| 44 | Supply & Laying of 16 sq.mm 4 core aluminium conductor PVC insulated, armoured, sheathed cable, 1100 volts grade at a depth of 600mm below ground level direction of E/Ic (PWD SOR-501-(i)2018 PWD SOR 2018 S.I. NO.-501 |
| 45 | Supply and fixing of palm or pin type copper tin plated cable socket (lug ) 16 sqmm. to the cable leads, insulating with tap and making connection etc. complete in all respects. as per direction of the E/I . (S.I.No-504D). PWD SOR 2018 PWD SOR 2018 S.I. NO.-504D |
| 46 | S/F of 40Amp. T P N capacity of automatic street light cubicle control panel painted with anticorrosive alkali and acid proof paint consisting of timer switch TSO 100 series with contractors HRC fuses, is olating switch Metreing instrument and instrument box with CTS etc in case of TPN compelete in all respect. S.I. no. 807-F PWD SOR 2018 |
| 47 | Supplying and laying of 63 mm dia 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. in the existing trench, complete as required. SI No. 14.15.1 DSR 2018 /63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 48 | S&F of 0.5 Amp. SP MCB (10K) C Curve. PWD SOR 2018 (SI. No. 1001) Cat- B (Havells/L& T/ HPL/C&S make) |
| 49 | Supply and Wiring of submains with two nos. of 2.5 sq. mm. FR PVC insulated 1100 V grade single core multistrand copper conductor cable in existing conduit complete with supply of all material labour and T & P required for proper completion of the work as directed at site by Engineer in charge. PWD SOR 2018 S.I. No. 289 |
| 50 | Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length each ) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P complete in all respect. PWD SOR 2018 S.I. NO.-646 |
| 51 | Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. PWD SOR 2018 S.I. NO.-642 |
| 52 | Supply and burring of Safe Earthing Electrode T-19, (HotDip Galvanized), Length up to 3000mm, outer Dia 50 mm inner Dia 25 mm, terminal Dia 12mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of 25mm x 3mm G.I. strip, upto switch board (from apron to switch board, the cost of G.I. strip will be extra) along with 30 cm square C.I. frame with hinged cover & masonry housing. PWD SOR 2018 S.I. NO.-725B |
| 53 | S&F of 100 A. 415 V. Metal clad TPN CFS complete with HRC fuse etc. on angle iron frame complete in all respect. PWD SOR 2018 S.I. NO.-353 |
| 54 | Providing and stacking of Putranjiva roxburghii of height 90-105 cm. in big polybag of size 25 cm as per direction of the officer-in-charge.H&L 2020 / 7.79 |
| 55 | Providing and stacking of Alstonia scholaris of height 150-165 cm. in bag of size 25 cm as per direction of the officer-in-charge.H&L 2020 / 7.4 |
| 56 | Providing and stacking of Wedelia trilobata, full of leaves in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. H&L 2020 / 6.31 |
| 57 | Providing and Displaying of Dracaena pendanus, well developed, having 6 to 8 suckers with healthy foliage in 25 cm size Earthen pot/Plastic pot & as per direction of the officer-in-charge H&L 2020 / 3.51 |
| 58 | Providing and stacking of Alpinia Variegated (three in one) having ht. 30 cm and above, with fresh and healthy variegated foliage in 25 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. H&L 2020 / 6.1 |
| 59 | Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushyshape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge DSR Horticulture 2020; 6.12 |
| 60 | 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. DSR Horticulture 2020;5.12 |
| 61 | Providing and Displaying Petunia hybrid different variety in different colour well developed with fresh and healthy foliage in full bloom in 25 cm Earthen Pot/Plastic Pot as per direction of the officer-in-charge. DSR Horticulture 2020;4.5 |
| 62 | Construction Of RCC Culvert 10.50m in width and 6m in length as per Technical Specification and Drawing Detail AR |
| 63 | Construction of RCC 10.0m width and 60m in length Bridge as per Technical Specification and Drawing Detail AR |
| 64 | Less 5% as per GO Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 21, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 28, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 dayJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayJul 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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