Tender For Strengthening And Other Works Of Various Roads Under South Maintenance Zone, Pwd During 2026-27_Recall.
Tender Value
256.46 Crore
Estimated cost
Bid Submission
29 Aug 2026
15 days left
EMD
2.66 Crore
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
Website
Contact Person
Address
Project Description
Tender for Strengthening And Other Works Of Various Roads Under South Maintenance Zone, Pwd During 2026-27_Recall.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and all lifts upto 1.5m, as directed by Engineer-in- Charge:All kinds of soil |
| 2 | 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-in-charge.All kinds of soil |
| 3 | 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), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 4 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level.1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level.1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | 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 and durability, including laying of concrete at site, 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.:All works upto plinth level: M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)Note: Cement content considered in this item is minimum @220 kg/cum. Nothing extra shall be payable on account of design mix specify more than @220 kg/cum |
| 8 | 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 and durability, including laying of concrete at site, 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.:All works upto plinth level: M-15 grade plain cement concrete (cement content considered @ 240 kg/cum)Note: Cement content considered in this item is minimum @240 kg/cum. Nothing extra shall be payable on account of design mix specify more than @240 kg/cum |
| 9 | 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 and durability; including laying of concrete at site, 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. : All works upto plinth level : Concrete of M-25 grade with minimum cement content of 300 kg /cumNote:- Cement content considered in this item is minimum @300 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 300 kg/cum |
| 10 | Centering and shuttering including strutting, propping etc. and removalof form forFoundations, footings, bases of columns, etc. for mass concrete |
| 11 | Centering and shuttering including strutting, propping etc. and removalof form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc |
| 12 | 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. |
| 13 | 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 levelConcrete of M25 grade with minimum cement content of 330 kg /cumNote:- Cement content considered in this item is minimum @330 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 330 kg/cum |
| 14 | 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 work up to plinth level :-concrete of M-30 grade with minimum cement content of 350 KG/cum.Note: cement content considered in this item is minimum @ 350kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 350kg/cum. |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement :4 coarse sand) |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 17 | 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 18 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement: 5 coarse sand) with joints finished flush.Red sand stone |
| 19 | 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. |
| 20 | Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement: 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 (1 cement: 3 fine sand) complete:Red sand stone slab40 to 50 mm thick |
| 21 | 12 mm cement plaster of mix:1:4(1 cement: 4 coarse sand) |
| 22 | 12 mm cement plaster of mix:1:6 (1 cement: 6 coarse sand) |
| 23 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6(1 cement: 6 coarse sand) |
| 24 | Neat cement punning. |
| 25 | Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 26 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 27 | 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 |
| 28 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work |
| 29 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 30 | 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. |
| 31 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar |
| 32 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):From brick work in cement mortar |
| 33 | Dismantling stone slab flooring/Granite/Tile Flooring laid on footpath in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 34 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. |
| 35 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. |
| 36 | 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 Payment will be made after received of original MCD dumping ground slip.Note: Payment will be made as per weight slip issued by authorised MCD dumping ground after dumping of malba. Processing fees at prescribed rate of authorised MCD dumping ground will be submitted by the agency & shall be reimbursed by the department on production of receipt in original. |
| 37 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 38 | Consolidation of sub grade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or query re-rolling the sub-grade. |
| 39 | Supplying and stacking at siteGood Earth |
| 40 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With medium setting bitumen emulsionOn W.B.M/W.M.M @ 0.4 Kg/sqm |
| 41 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With medium setting bitumen emulsionOn bituminous surface @ 0.25kg/sqm |
| 42 | 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 |
| 43 | 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 equipped 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 specifications 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. |
| 44 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to siteby tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as perspecifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 45 | 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 equipped 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. 40/50mm 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) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch type Hot Mix Plant of 100-120 TPH capacity. |
| 46 | Providing and applying 2.5 mm thick road marking strips (retroreflective) 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. |
| 47 | 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. |
| 48 | 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). |
| 49 | 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 |
| 50 | 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 |
| 51 | 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 achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 52 | 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. |
| 53 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish 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. |
| 54 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern laid over 20mm thick compacted bed of cement mortar 1:4 (1 cement: 4 coarse sand), filling the joints with fine sand etc. all complete as per direction of Engineer-in-Charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 55 | Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) |
| 56 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 57 | Providing and laying factory made chamfered edge Cement Concrete paver blocks with 20 mm thick Cement mortar 1: 4 (1 cement: 4 coarse sand) 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, proper embedding/laying of inter locking paver blocks, 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 CC paver block of M-30 grade with approved colour, design and pattern. |
| 58 | 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:300 mm dia. R.C.C. pipe |
| 59 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualityEHD-35Circular shape 560 mm internal dia |
| 60 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete450 mm dia RCC pipes. |
| 61 | Providing and laying factory made chamfered edge Cement Concrete paver blocks with 20 mm thick Cement mortar 1: 4 (1 cement: 4 coarse sand) 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, proper embedding/laying of inter locking paver blocks, 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. |
| 62 | Providing and laying Recycled Dense Graded Bituminous Macadam blend of upto 30% (by weight of total hot mix) reclaimed bituminous materials and 70% (by weight of total hot mix) new materials of specified grading premixed with bituminous binder, filler and rejuvenators as required, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem roller as per specification to achieve the desired compaction and density, complete as per specification and direction of Engineer-in-Charge. 50 to 100 mm average compacted thickness with final bitumen content @5% of grade VG-30 and lime filler @ 2% (percentage by weight of Aggregates) and waste plastic additive @8% (percentage by weight of bitumen) Necessary checks, evaluation as per MORTH specification for job mix design shall be carried out on the expenses of contractor before hauling and stock piling the reclaimed materials near the central recycle plant. (The rate of this item is including of all the operation mentioned in nomenclature and also necessary to complete the execution of this items. No extra shall be paid for hauling & stock piling etc.) |
| 63 | Providing and laying stone matrix Asphalt (SMA) using crushed stone aggregates of specified grading, premixed with bituminous binder and lime filler and cellulose fiber transporting the hot to work site by tippers, laying with paver finisher equipped 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 MORTH specification (5th revision) clause no. 515, complete in all respects and as per directions of Engineer-in-charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 6% (percentage by weight of total mix) and lime filler @ 3% (minimum) (percentage by weight of Aggregate) and bitumen coated cellulose fiber pellets @ 0.30% of total mix, prepared in Batch Type Hot Plant of 100-120 TPH capacity. Note:- The overall minimum bitumen content shall be 6% of total mix and lime filler @ 3% (minimum) (percentage by weight of Aggregate) and bitumen coated cellulose fiber pellets @ 0.30% of total mix. Nothing extra shall be paid for variation in materials in as per mix, design. |
| 64 | Modified Estimated Cost after using correction factor on DSR 2023 on account of GST @ 0.973 Vide O.M. Dt. 08/08/2024 |
| 65 | Deduct cost index @ (-).09% on DSR items |
| 66 | 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 up to plinth level with provisions of shear keys, connecting loops, necessary cut-outs/holes lined with dowel tubes of required sizes for services 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 of 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.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 cement content more than 425 kg/cum. The design mix specifying cement content less than 425 kg/cum shall not be acceptable.ii). Minimum steel reinforcement considered in this item is 100 kg/cum and Nothing extra shall be paid on account of using extra steel reinforcement more than 100 kg/cum. The structural design specifying steel reinforcement less than 100 kg/cum shall not be acceptable. |
| 67 | Cold milling of existing bituminous layer upto depth 90 to 100 mm by milling machine to make uniform surface with required slope /camber without disturbing the base layer, planning the surface after cold milling, removable/ cleaning/ brooming of the surface and removing left out material, loading the milled material into tippers and removing /disposal to hot mix plant or any other approved dumping location including loading unloading, all leads lifts and etc all completes as per directions Engineer in charge.(Cost o mechanical brooming has been taken in item of tack coat ) . |
| 68 | Credit for salvage value of milled bituminous material received from cold milling but not used in the recycled bituminous mix . |
| 69 | Credit of old demolished kerb stone etc. received after demolishing at iste all complete as per direction of Engineer-in-charge. |
| 70 | Credit for dismantled steel reinforcement/railing / all steel works to be taken by contractor (dismantled steel reinforcement/railing / all steel will be property of Contractor). |
| 71 | Providing and Fixing of Flexible Median markers which shall be made of combination of tough, high impact resistant molded thermoplastic body along with florescent Yellow color retro-reflective type XI sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to type XI Florescent yellow sheeting as per IRC 67 2012 and ASTM D4956-11. The Flexible median marker shall have overall height of minimum 184 mm, body thickness of minimum 2mm and shank depth of minimum 30mm. The retro-reflective sheeting shall be on both sides of the flexible median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The plastics used for the molding the flexible median marker shall have a minimum notched lzod impact strength value of 4.11J/cm (@thickness 3.17 mm) at room temperature, tested in accordance with ASTM D256. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. The product shall be provided with 3 year outdoor weathering report as per ASTM & IRC standards & 10 Year warranty confirmation as per IRC 67:2012 standards for the reflective sheeting used in product: The Product shall have accreditation with IRC.Providing & Fixing solar stud as per specification: Aluminium alloy shell 100% water proof design according to Ip65, Dimension: 125mm x 125mm x 25mm (shank 65mm). High efficiency mono-crystalline solar panel 2:4 V/0.3 watt. one Ni Mh or Ni. cd rechargeable battery (1.2 V/1600MA), Six super bright LEDs with 10000 to 18000 mcd (Millicandela), view distance upto 1000mtr. Flash rate: 2Hz or according to costumers requirements, bearable weight : 10 tons approx., colour : Yellow, Red, Blue, Green or White, working time : 3 to 4 days after fully charged battery, charging time 5 to 8 hrs from direct sunlight, working temp : 100-175c, lift span : three to five year easy installation free operation, automatically turns on at night and turns off at down high visibility LED's ensure easy and safe night driving as approved by Engineer-in-charge. The Stud shall be fixed to manufacturer complete and as per direction of Engineer-in-charge |
| 72 | Providing & Fixing solar stud as per specification: Aluminium alloy shell 100% water proof design according to Ip65, Dimension: 125mm x 125mm x 25mm (shank 65mm). High efficiency mono-crystalline solar panel 2:4 V/0.3 watt. one Ni Mh or Ni. cd rechargeable battery (1.2 V/1600MA), Six super bright LEDs with 10000 to 18000 mcd (Millicandela), view distance upto 1000mtr. Flash rate: 2Hz or according to costumers requirements, bearable weight : 10 tons approx., colour : Yellow, Red, Blue, Green or White, working time : 3 to 4 days after fully charged battery, charging time 5 to 8 hrs from direct sunlight, working temp : 100-175c, lift span : three to five year easy installation free operation, automatically turns on at night and turns off at down high visibility LED's ensure easy and safe night driving as approved by Engineer-in-charge. The Stud shall be fixed to manufacturer complete and as per direction of Engineer-in-charge |
| 73 | Fixing of existing railing in central verge / footpath at different location in the correct alignment of existing, railing including transportation of railing, excavating holes CC Block of size 30 x 30 x 45 cm with cement concrete 1:2:4 ( 1 cement : 2 coarse sand 4 graded stone aggregate 20 mm nominal size ) nut bolts, disposal of malba and making all safety measure to execute the running road etc. complete as per direction of engineer -in- charge. (Old M.S. Railing Shall be supplied by the department free of cost |
| 74 | Reimbursement of processing fees to the agency only after disposal of the malba/rubbish to the approved MCD dumping ground generated from site as per direction of Engineer-in-Charge.(Item shall be paid only after production and verification of slip) |
| 75 | Providing and laying of composite glass fiber reinforcement geogrid with confirming to requirement Tensile strength of 100kN/m*100kN/m, having Mesh size: 25mm*25mm complete as per direction of Engineer-in-Charge. |
| 76 | Providing and applying 7.50 mm thick (3 layers each of 2.50mm 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. (Glass beads @ 250 gm/sqm in top layer only). |
| 77 | Providing and fixing Precast factory made cement concrete 300x300x60mm thick M-30 Grade (yellow) tactile for visually challenged person on footpath and laid in required line, level, curvature, colour and pattern 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. |
| 78 | Providing and fixing position precast reinforced cement concrete bollards of size 950mm height 150 mm dia vibro compacted accurately designed, moulds appropriate reinforced 4 nos. 8mm dia 950 mm long longitudinal reinforcement, (4 nos. 12mm dia 450mm long at bottom) and 4 mm dia stirrups 150mm center to center 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, paint & etc. complete as per direction and instruction of Engineer-in-Charge. |
| 79 | Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75Kg per sqm to fixing / tightening with M.S. Angle / M.S. Tee Frame of required size with beading of M.S. Flat 20x3mm @ 0.48 Kg/m fixing by electric welding i/c priming coat with approved steel primer all complete as per direction of engineer-in-charge.(Rate includes cost of Hard Drawn steel wire fabric and M.S. Flat. Payment of M.S. Angle / M.S. Tee Frame shall be made separately in relevant item.) |
| 80 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement: 6 coarse sand)(Old Bricks shall be supplied by the department free of cost). |
| 81 | Providing & fixing solar stud of approved make stud made of ABS material having high wear resistance & impact strength to bear heavy loads weight is 58 gms. Available in yellow & white colours made from Aluminium alloy and PC construction solar powered by nanocrystal solar panel. Type of battery one high capacity Ni-Cd rechargeable battery view distance: Approximate 1000 mtrs LEDs 010 mm, 3 pieces each side and total 6 pieces are used for high brightness of different colours back up 12 hours of continuous lighting at night. Mounted on concrete or muddy ground. Water proof & hardness tested available in Red & Amber colours having width 122.5 mm and length 132.5 mm and height 55 mm having step dia 26 mm, as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysAug 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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