Tender For annual repair & maintenance of Various Roads Under Pwd Division South West Road-I During 2026-27. (Sh:- Beautification Of Footpath, Central Verge And Other miscellaneous Work Surrounding Area Of Karol Bagh Metro Station On Pusa Road Under
Tender Value
3.54 Crore
Estimated cost
Bid Submission
27 Oct 2026
4 days left
EMD
7.08 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
New Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for annual repair & maintenance of Various Roads Under Pwd Division South West Road-I During 2026-27. (Sh:- Beautification Of Footpath, Central Verge And Other miscellaneous Work Surrounding Area Of Karol Bagh Metro Station On Pusa Road Under Sub Division-Iii New Delhi).
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Oct-2026 | Corrigendum | Other | 27-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 2 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 3 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including laying of concrete at site, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level : |
| 4 | Concrete of M25 grade with minimum cement content of 330 kg/cum Note - Minimum cement content considered in this item is 330 kg/cum. Nothing extra shall be paid on account of design mix specifying cement content more than 330 kg/cum. |
| 5 | Concrete of M40 grade with minimum cement content of 390 kg/cum Note - Minimum cement content considered in this item is 390 kg/cum. Nothing extra shall be paid on account of design mix specifying cement content more than 390 kg/cum. |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 7 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 9 | Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 10 | Stone work ashlar sunk or moulded or sunk and moulded like bollards , soucer drain and other decorative items upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : |
| 11 | Red sand stone |
| 12 | Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. |
| 13 | 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. |
| 14 | Hot finished welded type tubes |
| 15 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 16 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 17 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 18 | 40 mm thick gang saw cut flamed finish stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. |
| 19 | Flamed finish gang saw cut Red sand stone |
| 20 | 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. |
| 21 | On steel work |
| 22 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 23 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 24 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 25 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 26 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 27 | 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. |
| 28 | 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 retroreflective 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. |
| 29 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material byfully/ 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. |
| 30 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line,level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 31 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 32 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 33 | 250 mm dia. R.C.C. pipe |
| 34 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 21.1 EHD - 35 |
| 35 | 21.1.1 Circular shape 560 mm internal dia |
| 36 | Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquid Ammonia Chemical of 5% solution and other chemical cleaning agent as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to the stone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions to safeguard ventilators, windows, doors etc. by suitable covering so as to avoid any damage to the building/structure, all as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). |
| 37 | Applying breathable, non-reactive, antifungal, and water repellant Silane/ Siloxane chemical as approved by Archaeological Survey of India/Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approvedchemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding). |
| 38 | Applying stamping finish to the top surface of freshly laid plain/reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineer-in-Charge. The process shall include the following:- • The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting. • After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the requirement.The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface. • The construction joints shall be provided by groove cutting of size 4 mm x 20 mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based topprotective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not includedin this item which shall be paid separately.) |
| 39 | Providing and laying cement concrete (M-30 grade ) tactile tile such as directional, warning or hazardous (for vision impaired persons as per standards) of size 300x300x60 mm {60mm base +(5mm ± 0.5mm) thick raised portion) of approved make in all colours (preferably yellow) and shades for footpath aid in required colour & pattern over 50mm thick compacted bed of fine 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 Jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks , lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of engineer-in-charge (the thickness of wearing layer should not be less than 8mm) and as per harmonized guidelines and space standards for barrier free built environment for persons with disability and elderly person. |
| 40 | Modified estimated cost after using correction factor on DSR 2023 on account of GST @ 0.973 on DSR items |
| 41 | Add Cost Index 4.03% on DSR Items |
| 42 | Providing and laying at or near ground level Honed red sand stone Kerb Stone in position to the required line, level and curvature, joined with cement mortar 1:3 (1cement: 3 coarse sand), including making joints with or without grooves and admixture of pigment matching the stone shade (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). One face dressed and Honed: Red sand stone |
| 43 | Providing and applying 7.50 mm thick road marking strips (retro reflective) of specified shade/ colour using hot thermoplastic material by fully 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. (Glass besds in top layer only) |
| 44 | Providing and fixing MS modular decorative thematic artwork made with 1.5 mm thick CRC MS sheet with CNC/Laser cut thematic artistic patterns, fabrication of supporting framework using 25 mm × 25 mm × 2 mm thick MS square hollow sections at top,bottom & middle hort or 1 meter c/c vertically including cutting, bending, welding, grinding, edge finishing and complete fabrication. The artwork shall be surface prepared and finished with minimum 50 micron powder coating in approved thematic colours and shades. The scope of work shall include all consumables, welding electrodes, grinding discs, anchor fasteners, nuts, bolts, fixing hardware, packaging, loading, unloading, transportation, storage, scaffolding, tools & tackles, erection, installation, alignment, testing, skilled and unskilled labour, supervision, safety measures, wastage, contractor's overheads, profit and all incidental works complete as per approved drawings, CPWD Specifications and relevant IS Standards, complete in all respects and to the satisfaction of the Engineer-in-Charge. |
| 45 | Providing and Fixing double walled corrugated Non Pressure PP/PE Pipe of SN-8 grade (Nominal Ring stiffeners) for bell mouth including trenching, refixing complete as per direction of Engineer-in-Charge.250 mm dia. |
| 46 | Providing and Fixing of Solar Raised Pavement markers made out of polycarbonate molded body with circular shape, solar powered, LED self-illumination in active mode, 360-degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20,000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0°C to 70°C. Typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4V in sleep/parking mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length shall not be less than 10 mm × 100 mm × 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kilograms. Fixing will be done by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. The solar raised pavement markers shall be tested for Compression strength of 20,000 Kg, IP 65 rating, Blinking frequency from government lab (CRRI/ARAI/CAT/CPRI) as per requirement of MoRTH and report shall be uploaded while quoting the tender. The bidder shall submit the sample of the Solar STUD complying to the item specification in schedule & Ministry/IRC conditions. Sample of Solar STUD shall be signed by the Representative of the Solar STUD OEM on the back side. |
| 47 | Providing and fixing flexible spring posts / bollards made of virgin special flexible Polyurethane (PU) material manufactured by single moulded process, circular/cylindrical in shape, capable of restoring to original position without damage to vehicle or post after high-speed vehicular impact, fitted with PMMA reflectors of 70 mm diameter of approved colour (amber/white) riveted on both sides at the circular top, provided with highly reflective tape of minimum 15 mm width between reflector and circular top on both sides for improved night visibility, further provided with two bands of highly reflective Type-IV 5930M reflective tape of minimum 70 mm width on the post, UV-stabilised to prevent discoloration, suitable for fixing department’s logo as and when required by Engineer-in-Charge, of height about 800 mm, base diameter about 250 mm, base provided with four holes of 12 mm diameter for anchoring, weighing about 1.4 kg, fixed on road surface complete in all respects as per manufacturer’s specifications and directions of Engineer-in-Charge. |
| 48 | Providing and fixing flexible median markers made of flexible thermoplastic body, fitted with fluorescent yellow Type XI retro-reflective sheeting conforming to IRC:79-2019 and MoRTH specifications, designed for superior flexibility and maximum visibility during day and night, provided with deep grooved edges and side sealing to prevent vandalism of reflective sheeting, having single shank arrangement for easy installation by grouting, of size and shape as specified in IRC:79-2019, complete in all respects as per manufacturer’s specifications and directions of Engineer-in-Charge |
| 49 | Providing, installing and fixing single-sided retro-reflective directional/cautionary/mandatory/gantry signboards over 304-grade stainless steel (SS) tubular framework/SS sheet, including digitally printed traffic signs, symbols, legends and QR codes using micro-prismatic retro-reflective sheeting conforming to Type XI of IRC:67-2022 and ASTM D4956-17, complete as per approved drawings, specifications and directions of the Engineer-in-Charge. |
| 50 | Designing of theme/traditional folk art painting on wall, underpass / flyover and likely area of different themes as approved by Engineer-in- Charge with Premium Acrylic Smooth exterior paint with Silicone additives upto all height (by scaffolding/Hydra), over prepared surface all complete. Scope of work includes (a) Designing of traditional folk painting on different themes on walls as per direction of Engineer-in-Charge. (b) All T & P, electricity etc. shall be arranged by contractor himself. |
| 51 | Providing and carrying out honing of existing/new red sandstone slabs, tiles, flooring, or other stone surfaces to achieve a smooth, uniform, matte finish, including surface preparation, honing with suitable abrasive tools, removal of surface irregularities, cleaning, and all labour, tools, equipment, and incidental charges necessary to complete the work as per the Engineer-in Charge's instructions. |
| 52 | Providing and carrying out sand blasting/flamed finishing of existing/new stone flooring, including treatment of the stone surface with suitable abrasive material and equipment to achieve a uniform textured finish, removal of dust and loose particles, and cleaning of the finished surface, complete in all respects as per the specifications and instructions of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 27, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysTender Documents
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