Tender For Steregthning/Upgradation Of Road Of Staff Coloney U.P.S.I.D.A , Guard Rooms And Main Gate In Shastri Nagar Distt:- Ghaziabad
Tender Value
28.37 Lakhs
Estimated cost
Bid Submission
12 Oct 2026
8 days left
EMD
66960
Bank guarantee accepted
Document Fee
2170
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Steregthning/Upgradation Of Road Of Staff Coloney U.P.S.I.D.A , Guard Rooms And Main Gate In Shastri Nagar Distt:- Ghaziabad
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 |
| 2 | Dismentling of old brick laid on edge kharanja icluding stacking of old bricks. |
| 3 | Dismentling of M-30 Interlocking tiles work with stacking old Interlocking tiles as per direction by engineer in Charge. |
| 4 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to and average of 22.5 cm depth dressing to camber and consolidation with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 meters (DSR-21/16.1) |
| 5 | 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-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 6 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 7 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. On bituminous surface @ 0.25kg/sqm |
| 8 | 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 @ 5% (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. |
| 9 | 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 rollingwith 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. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand derived fromnatural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | First Class Brick work in 1:4 cement and coarsesand 1.25 FM mortar in Foundation and Plinth including supply of all materials labour and T & P required for proper completion of work. |
| 12 | 12.00 mm thick Plaster in 1:4 cement and coarse-sand 1.25 FM mortar in Foundation and Plinth including supply of all materials labour and T & P required for proper completion of work. |
| 13 | Providing and laying 60 mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50 mm thick compacted bed of coarse rse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 14 | Road marking with Hot applied Thermo Plastic compound with reflectorising glass beads on bituminous surface, providing and laying of hot applied thermo plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thick ness 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 streak and holes. rates all including of all taxes royality vat etc all t & p /machine material and lobour required for proper complition of work. |
| 15 | Reflective Raised Pavement Markers ( Cat Eye / Road Stud ) Supply and fixing of raised pavement marker with Made of Plastic body of g RPM / Road Stud shall be moulded from ASA ( Acrylic Styrene Acrylonitrite ) ar HIPS ( High - Imoact Polystyrene ) or Acryloniitrite 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 containing single or dual prismnalic cubes capable of providing total internal reflection of the light entering the lens face . Lenses shall be mouled of methyl methecrylate conformning to ASTM D788 of equivalent . The slope 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. the marker height shall not be less than 10 mm and shall not exceed 20 mm & amp ; 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 and 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 & amp ; P , transportation , installation and incidentals all complete as per direction of the Engineer - in - Charge. RPM (with shank). As per SI No. 22.06 New Item Safety Items. SOR Ghaziabad -2022 |
| 16 | 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. |
| 17 | Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m. from the foundation trenches. Excluding GST |
| 18 | Cement Concrete with 4cm gauge stone ballast coarse sand & cement in proportion of 1:4:8 In foundation and under floor including supply of all materials labour tools and plants etc required for proper completion of the work. |
| 19 | M-150 Brick work in 1:6 (one cement & six fine sand) (1.25 F.M.) mortar in foundation and plinth including supply of all materials, labour & tools & plants etc required for proper completion of the work. Excluding GST |
| 20 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc, in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 21 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer-in-charge, including compacting each layer by rolling/ramming and watering, all complete as per drawing and direction of Engineer -in - charge |
| 22 | 4 cm thick Damp Proof Course with Cement and approved coarse sand 1:2 with and including water proofing as ordered by the Engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, Tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. |
| 23 | Supply and laying of Brick Ballst ( M-150 or over burnt Brick Ballast) |
| 24 | Providing and injecting chemical for preconstructional antitermite treatment and creating and chemical barrier under and around the coloumn pits wall trenches bascement excavation top surface inplinth filling juction of wall and floor, along the external per meter of binding expansion joints surrounding of pipes and conduit etc. complete (plinth area of the building at ground floor only shall be measurd as per I.S. 6313(part II 1981) Aldrine emulsifiable concentrate or any other approved material such as Hepthachlor of chlordance will be used. The rate of application of chemical emulsion shall be as follows:-1)Treatment for massonary and foundation 5 lites per sqm2)Back fill in immediate contact with foundation 7..5 lites per sqm3)Treatment of surface of plinth filling 5 lites per sqm4) Treatment of soil along external permeter of Building 2.25 liter per linear meter of the perimetr wall5)Treatment of soil under external permeter lites per sqm |
| 25 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc.' required for the proper complition of the work. saplings of girth upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. |
| 26 | M-150 Brick work in 1:6 (one cement & six Corse sand) (1.25 F.M.) mortar in wall of one brick thick super structure including necessary cutting and molding of bricks required so extra labour added. Excluding GST |
| 27 | R.C.C. work with cement approved coarse sand and 2 cm. Gauge approved stone grit in proportions of 1:1.5:3 in T. Beam, Slab Roof and R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid. Excluding GST. |
| 28 | Mild steel in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel its wastage bend hooks and authorized overlapping shall be measured and including cost of binding. Excluding GST |
| 29 | M-150 Brick work in 1:4 (one cement & four Corse sand) (1.25 F.M.) mortar in wall of one brick thick super structure including necessary cutting and molding of bricks required so extra labour added. Excluding GST |
| 30 | 12 mm thick plaster with 1:4 cement and Coarse sand of 1.25 fineness modulous mortar in 1: over brick work minimum thickness not to be less than 1.00 cm including supply of all materials, labour, tools & plant etc. reuired for proper completion of the work SI No. 582 + 583(New Item) |
| 31 | Dismentling of existing Plaster Including Disposal of refuse as directed by engineer in charge within a distance of 60 meter |
| 32 | M.S. or iron work of small sizes and section such as holding down bolts , hold fast , tie rods grating etc. wrought to required from including supply of steel bolts , nuts wastage etc. and their fixing required for proper completion of work. |
| 33 | Providing and laying polished Granite stoone flooring in required design and pattern, in linear as well as curvilinear portions of the building all complete as per the architetural drawings with 18.00 mm thick stone slab over 20 mm 9 Average) thick base of cement mortar 1:4 ( 1 Cement :4 coarsesand) laid and jointed with cement slurry and pgment 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 of colour black, cheery/Ruby Red or equivalent. |
| 34 | Providing and laying vetrified floor tiles size of the 1000mm x 1000 mm with water absorption less than 0.08% and conforming to IS:15622,of approved make,in all colours and shades,laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with grey cement [email protected]/sqm including grouting the joints with withcement and matching pigments etc.complet as per SOR.No.14.28 |
| 35 | Providing wall Putty on new surface with approved quallity material of berger/JK/Birla or Similar make two coats. SOR SI No.-15.26. |
| 36 | Finishing walls with weather coats by Premium Acrylic exterior paint applied @1.67lrt/10sqm (asian or berger brand) of approved make and quality on wall with two or more coats to give an even shade including a priming coat with cement primer of approved brand and manufacturing exterior primer applied @ 2.20kg/10sqm after thoroughly brushing the surface free from mortar dropping and other foreing matters and sand papered smooth including supply of all materials labour tools & plants etc required for proper completion of the work.as per SOR.No.15.23 |
| 37 | Providing & Fixing Brick Coba 12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerclic cement concrete water proofing compound filled gaps of coba & top of coba mortar 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30cm x 30cm and side wall parapet shall be monotythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including s/o all material, labour, T&P etc complete for (SI No. 549, New Item) |
| 38 | Supply and fixing of all Electrical Works in Builiding like all light fans MCB and all electrical works as per direction by engineer in charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysOct 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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