Tender For Upgradation And Development Work From Mulayam Tiraha On 60 Ft Road Situated Between Janakipuram I And Janakipuram Iii Ward In Zone-3 • Upgradation And Development Work From Classic Turn Pappu Store To Neera Nursing Home (H Road) And Midlan
Tender Value
73.93 Crore
Estimated cost
Bid Submission
07 Aug 2026
6 days left
EMD
1.47 Crore
Bank guarantee accepted
Document Fee
41300
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lucknow → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Upgradation And Development Work From Mulayam Tiraha On 60 Ft Road Situated Between Janakipuram I And Janakipuram Iii Ward In Zone-3 • Upgradation And Development Work From Classic Turn Pappu Store To Neera Nursing Home (H Road) And Midland Hospital (J Road), Satsang Bhawan Road To Picnic Spot Road In Vivekanand Ward Zone-3. Cmgrids
BOQ
| Sl. No. | Item Description |
| 1 | Upgradation and development work from Mulayam Tiraha on 60ft road situated between Janakipuram I and Janakipuram III ward, in zone-03. |
| 2 | ROAD DEVELOPMENT WORK |
| 3 | 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 |
| 4 | 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 |
| 5 | GSB - Granular Sub-base with graded material (Table:-400-1) By Mix in Place Method -Construction of granular sub base by providing close grader on prepared surface, mixing by mix in place method with vibratory rollar to archieve th drsired density, complete as per clause- 401. |
| 6 | Wet Mix Macadam (plant Mix Method) Providing, laying, spreading and comacting graded stone aggegate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base /base course on well preared surface and compacting with vibratory roller to achieve the desired density.. |
| 7 | Providing and applying tack coat with Bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30kg per sqm (VG-10) on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per Technical Specifications MORT&H clau |
| 8 | Dense graded bituminous macadam Providing and laying dence graded bituminus macadam with higher capacity HMP using crushed aggregates of specified grading, premixxed with bituminus binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieved the desired compaction as per MoRTH specifcation clause No. 505 complete in all respects |
| 9 | BC with Waste Plastic additive : Providing and laying Bituminous concrete using crushed stone aggregates of specifiled grading. premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver flnisher equlped with electronic sensor to the requlred grade, evel and alignment and rolling wlth 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) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity |
| 10 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 11 | White Topping :-Construction of thin white topping with plain cement concrete (PCC-M40 ) pavement over existing surface with approve grade cement at 400 kg per cum and as per IRC:SP -76, course and fine aggregates confirming to IS 383, maximum size of aggregate not exceeding 25 mm,maximum water cement ratio 0.40 mixed in a batching and mixing plant as per approved design, transported to site, laid with a fixed/ slip form paver, spread, compacted and finished in a continuous operation including provision of contraction joint, joint filler, sealant primer, joint sealant, admixtures as approved, curing compound, finished to lines etc. and grades as per drawing. |
| 12 | TABLE TOPS AND RAISED INTERSECTION : 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 pumping of concrete to site of laying, 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.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M40 grade with minimum cement content of 390 kg /cum |
| 13 | Reflective Raised Pavement Markers (Cat Eye):-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-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 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. the 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 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&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 14 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm 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. |
| 15 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50 m x2.00 m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/horizontal members/bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5 m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site forday and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. |
| 16 | The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenanc for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 17 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. (upto depth of 30mm) |
| 18 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying |
| 19 | FOOT PATH DEVELOPMENT |
| 20 | Dismentaling cement concrete or brick work or granolithic floor including stacking of dismantaled material as directed by Engineer-in- Charge within s distance of 60 meter. |
| 21 | 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 |
| 22 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 23 | GSB - Granular Sub-base with graded material (Table:-400-1) By Mix in Place Method -Construction of granular sub base by providing close grader on prepared surface, mixing by mix in place method with vibratory rollar to archieve th drsired density, complete as per clause- 401. |
| 24 | 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 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge) |
| 25 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. |
| 26 | Supply and fixing Gully Grates RED 048 GRH-300 X 750 mm D.I. GULLY GRATE & FRAME IN D400 LOAD CLASS, as per BS EN 124 Black Bitumen Paint, all complete as per direction of Engineer-in-charge, (For Storm Water On Road Grating) |
| 27 | TABLE TOPS AND RAISED INTERSECTION : 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 pumping of concrete to site of laying, 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.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 28 | Concrete of M40 grade with minimum cement content of 390 kg /cum |
| 29 | Brick work in common burnt clay (non modular ) brick of class 150 in foundation and plinth.Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 30 | 12 mm thick plaster of mix 1:4 cement coarse sand etc all complete. |
| 31 | 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. |
| 32 | Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated well surface to give even shade over 1.25 Ltr/10sqm including one coat of primer applid 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat. |
| 33 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete |
| 34 | RCC Bollard :-Providing and Fixing of cement concrete bollards (M:30 Grade) with 150mm dia including grouting anf foundation 750mm height including all the necessary T&P, etc. all complete in direction of engineer incharge. |
| 35 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge . 60 mm thick C.C. paver block (Rectangular or Square )of M-35 grade with approved colour design and pattern |
| 36 | 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 pumping of concrete to site of laying, 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.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 37 | Concrete of M35 grade with minimum cement content of 350 kg /cum |
| 38 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 39 | Suspended floors, roofs, landings, balconies and access platform |
| 40 | 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 top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.) |
| 41 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 160mm Dia |
| 42 | Providing and fixing factory made Thermodrain FRP Grating drain covers, having size upto 600x1001x30 mm, Gratings are with 0% filler & are self pigmented without any painting or coating. The 0% filler imparts higher flexural strength and doesn’t allow the gratings to crack due to its high cohesion. This enhances the life of the product by 50% under exposure to load, Sunlight or Rainfall and LOAD BEARING 10 tonne capacity all complete in direction of engineer in charge. (Make Thermodrain/ Aco Drain/ Zurn) |
| 43 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying |
| 44 | STORM WATER DRAINAGE WORK DEVELOPMENT |
| 45 | 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. |
| 46 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 47 | 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. complete. |
| 48 | FOR 450 MM DIA |
| 49 | FOR 600 MM DIA |
| 50 | FOR 900 MM DIA |
| 51 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 52 | Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortar grader on prepared surface, mixing by mix in place method with rotovator at OMC & compacting with vibratory roller to achieve the desired density as per clause 401. Close graded granular sub- base Material as per table 400-1. Grading- I Material. |
| 53 | Construction of R.C.C. Storm water Chamber Size-750X 750mm |
| 54 | Construction of R.C.C. Storm water Chamber Size-900 X 900mm |
| 55 | Construction of R.C.C. Storm water Chamber Size-1050 X 1050mm |
| 56 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying |
| 57 | Providing and fixing factory made Thermodrain FRP Grating drain covers, having size upto 600x1001x30 mm, Gratings are with 0% filler & are self pigmented without any painting or coating. The 0% filler imparts higher flexural strength and doesn’t allow the gratings to crack due to its high cohesion. This enhances the life of the product by 50% under exposure to load, Sunlight or Rainfall and LOAD BEARING 10 tonne capacity all complete in direction of engineer in charge. (Make Thermodrain/ Aco Drain/ Zurn) |
| 58 | Providing and fixing factory made Thermodrain FRP Grating drain covers, having size upto 600x1001xThickness should be load capacity, Gratings are with 0% filler & are self pigmented without any painting or coating. The 0% filler imparts higher flexural strength and doesn’t allow the gratings to crack due to its high cohesion. This enhances the life of the product by 50% under exposure to load, Sunlight or Rainfall and LOAD BEARING 40 tonne capacity all complete in direction of engineer in charge. (Make Thermodrain/ Aco Drain/ Zurn) |
| 59 | Provide necessary fuel, labour T&P etc. required for proper running of well point equipment of required for lowering the water table during excavation and laying of sewers (well point equipment depreciation not considered) Assume well point equipment will run 24 hours and 100m length of sewer will be laid per week ie. in days. (This item shall be executed when water is encountered during excavation of trenches only.) |
| 60 | STREET LIGHTING WORK |
| 61 | 8Mtr_Supply of SMD 150W LED Streetlight fixture with System efficacy of 130 lm/W (19500 lumens). Luminaire shall be made up of die cast Aluminium housing with PC lens and toughened glass diffuser. Luminaire shall be designed with street optic LENS for uniform light distribution. LM 80-08 compliant LEDs from reputed makes such as Nichia/Cree/ Bridgelux/ Lumiled/ Osram/Seoul should be provided. LEDs used in the product shall comply with EN 62471 for Photo-biological safety and certificate for the same from manufacturer shall be provided. Luminaire shall be with IP66 protection. The LED shall be compliant with LM80-08 standard with L70 life of 50000 Hrs tested at maximum current (Complete LM 80 test report for LED should be submitted for 10000 hrs of testing). The LEDs used should be with CCT of 5700 K and CRI of Minimum 70. LED Driver shall be potted, Integrated type, Multistage, Isolated, APFC Constant Current- Constant Voltage operated driver with range 120-300V AC and Safety Extra Low Voltage < 60V DC as per IEC standard., Driver Efficiency > 87% & 4 KV internal surge protection, Power factor greater than 0.95 and total harmonic distortion (THD) of less than 10% should be integral to the luminaire. Compliance to Indian Standards of IS10322 Part 5 / Sect 1:1967; 16105 : 2012; IS 16106 : 2012; IS 15885 (Part2/Sec13) : 2012; IS 16108 : 2012. AAA Category SOR No.23.18 |
| 62 | Supply of SMD 70W LED Streetlight fixture with System efficacy of 110 lm/W (7700 lumens). Luminaire shall be made up of die cast Aluminium housing with PC lens and toughened glass diffuser. Luminaire shall be designed with street optic LENS for uniform light distribution. LM 80-08 compliant LEDs from reputed makes such as Nichia/Cree/ Bridgelux/ Lumiled/ Osram/Seoul should be provided. LEDs used in the product shall comply with EN 62471 for Photo-biological safety and certificate for the same from manufacturer shall be provided. Luminaire shall be with IP66 protection. The LED shall be compliant with LM80-08 standard with L70 life of 50000 Hrs tested at maximum current (Complete LM 80 test report for LED should be submitted for 10000 hrs of testing). The LEDs used should be with CCT of 5700 K and CRI of Minimum 70. LED Driver shall be potted, Integrated type, Multistage, Isolated, APFC Constant Current- Constant Voltage operated driver with range 120-300V AC and Safety Extra Low Voltage< 60V DC as per IEC standard., Driver Efficiency > 87% & 4 KV internal surge protection, Power factor greater than 0.95 and total harmonic distortion (THD) of less than 10% should be integral to the luminaire. Compliance to Indian Standards of IS10322 Part 5 / Sect 1:1967; 16105 : 2012; IS 16106 : 2012; IS 15885 (Part2/Sec13) : 2012; IS 16108 :2012. AAA Category SOR No.23.15 |
| 63 | 5Mtr_Supply, Installation, Test & Commissioning of 11W LED Decorative Dark Sky Bollard with System efficacy of >80 lm/W (880 lumens). Luminaire shall be made up of dark grey, pure polyester power coated extruded Aluminium housing with seamless milky white polycarbonate diffuser, having dimension of dia(Ø) 100m± 2mm with height of 800mm±2mm. All external hardware must be of SS304 grade. LM 80-08 compliant LEDs of EMC/ceramic package from reputed makes such as Nichia/Cree/ Bridgelux/ Lumiled/ Osram/Seoul should be provided. LEDs used in the product shall comply with EN 62471 for Photo-biological safety and certificate for the same from manufacturer shall be provided. Luminaire shall be with IP65 and IK10 protection. The LED shall be compliant with LM80-08 standard with L70 life of 50000 Hrs tested at maximum current (Complete LM 80 test report for LED should be submitted for 10000 hrs of testing). The LEDs used should be with CCT of 4000 K, CRI of Minimum 80 and SDCM <5. LEDs must be driven at max 70% of the rated current. MCPCB with Aluminium core and copper thickness of 35 microns to be used for LED mounting. IP66 rated LED Driver shall be silicone potted, Integrated type, Isolated, Constant Current with range 140-280V AC. Driver Efficiency > 80% & 3 KV internal surge protection, Power factor greater than 0.95 and total harmonic distortion (THD) of less than 10% should be integral to the luminaire. Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters. Compliance to Indian Standards of IS10322 Part 5 / Sect 5:1967; 16105 : 2012; IS 16106 : 2012; IS 15885 (Part2/Sec13) : 2012; IS 16108 : 2012 should be there. AAA Category SOR No.23.20 |
| 64 | Supply, Installation, Test & Commissioning of 8 Mtr Laser Cut Design Decorative Pole coated with Epoxy Zinc phosphate primer and topcoat with polyurethane based paint. Paint Micron 60 to 80μm Approx. The pole base plat with 4Nos 16/18 mm dia x 750 mm long J Type GI foundation bolts with Double nut and double washer & Base plat 250x250x12mm, 1500mm Double Arm Bracket as per design for Center verge & Footpath Area Lighting. complete in all respects as per approved drawing of laser cut Pole. |
| 65 | Supply, Installation, Test & Commissioning of 5 Mtr Laser Cut Design Decorative Pole coated with Epoxy Zinc phosphate primer and topcoat with polyurethane based paint. Paint Micron 60 to 80μm Approx. The pole base plat with 4Nos 16/18 mm dia x 750 mm long J Type GI foundation bolts with Double nut and double washer & Base plat 250x250x12mm, 1500mm Single Arm Bracket as per design for Center verge & Footpath Area Lighting. complete in all respects as per approved drawing of laser cut Pole.. |
| 66 | S/ laying of 25sq mm x 3.5 core aluminium conductor PVC insulated armored served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm below ground complete in all respects (PWD S.I. No. 501(J)) [ Pole To Pole Cable ] |
| 67 | S/ laying of 70sq mm x 3.5 core aluminium conductor PVC insulated armored served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm below ground complete in all respects (PWD S.I. No. 501(M)) [ Main Connection Cable ] |
| 68 | Supply & fixing of brass nickle plated comperision gland insulated with tape and making connection etc, complete in all respect (PWD S.I.No.503 M) |
| 69 | S/F and laying of high gauge of 63 mm dia (CPVC/HDPE/DWC) pipe for cable including in all for the protection of cable |
| 70 | S/F 0.5 AMP to 5 Amp sp MCB (10KA) C curve of plain or pin type aluminium lug with nutral link to the cable leeds including with tape, complete in all respects. (PWD SI No - 1001) |
| 71 | Supply and burrying of safe earthing Electrod T-19 (Hot dip Galvanize) length upto 2000mm outer pipe 50mm, Inner Pipe 25mm Terminal dia 12mm Pipe earthing complete in all respects. (PWD S.l.No.725 -A) |
| 72 | Supply & laying of 25mm X 3mm GI Strip from earth Electrod directly in the ground as required complete in all respect (PWD S.L.No.716) |
| 73 | Supply of Installation, Testing & Commissioning of Single Phase Micro processor, 4G Gatway SIM based| CCMS with SPD streetlinght Control Panel, Auto/manual Rotary. Power Controller, Load brak switch, MCB, Antina, Timer with Pole mounting clamps, Connection cable, Software Charges, Installation accessories with Earthing, Communication Charges, Weblink in Smart City Lucknow Control Room wit h! year Warranty & AMC : D - 1017 / CE (E/M) -01 |
| 74 | S/W of sub main cable with 3core 2.50sq mm FRLSH PVC insulated copper conductor cable with pvc conduict pipe including in all as (PWD S.I. NO. 289(P) |
| 75 | STREET FIXTURE WORK |
| 76 | Supply and fixing of Sand Stone Bench (Size 1500x450x450) mm including grouting in R.C.C Block etc. all complete in direction of Engineer in charge. |
| 77 | Supplying & fixing of Cast iron bench with back with logo and hand rest (75 Kg) in tradtional style bench fixing in R.C.C. block in size 600x600x600 all complete with painting of any colour & any shade etc all complete in direction of engineer in charge |
| 78 | Fabrication and supply & Fixing of Stainless Steel grade, Sheet thickness = 1.2 mm, Double Dustin Situable for air port, Park, Metor Stations etc.with civil work including all necessary T&P etc all complete in direction of engineer in charge. (Model No. OZUF-DB-BO-LID, Make -Ozone/ Jindal/ J.C.Decaux or equivalen |
| 79 | Bus shelter : The work includes the supply and installation of a bus shelter fabricated with high-quality fiber-reinforced plastic (FRP) or polycarbonate sheets for the roof and side cladding, supported on a durable Mild Steel (M.S.) frame. The structure shall be designed to withstand local wind and weather conditions, with corrosion-resistant coatings (such as primer and enamel or powder coating) applied to all M.S. components. The shelter shall include a backrest seating arrangement, fabricated with powder-coated M.S. pipe or flat bars, and fitted with FRP or high-density polyethylene (HDPE) seats for user comfort. All materials used must be of approved make and conform to relevant IS standards. The shelter shall be properly anchored to a cement concrete foundation or paved base, ensuring stability and long life. The completed structure should be neat, rust-resistant, and maintenance-friendly, suitable for long-term public use. |
| 80 | The work involves the supply and installation of a seating shed along urban road footpaths, designed to provide comfortable and weather-protected seating for pedestrians. The shed shall consist of a robust Mild Steel (M.S.) frame structure, treated with anti-corrosive primer and finished with two or more coats of weather-resistant enamel or powder coating. The roof and side panels shall be fabricated using high-quality fiber-reinforced plastic (FRP), polycarbonate, or other approved lightweight, UV-resistant materials to ensure durability and protection against sun and rain. The seating shall be integrated into the structure, using M.S. or stainless steel supports with seats made of FRP, HDPE, or seasoned wood, securely fixed and ergonomically designed for public use. All structural members shall be anchored to a pre-cast or cast-in-situ RCC foundation for stability. The design shall ensure accessibility, safety, and aesthetic integration with the urban streetscape, conforming to relevant local municipal guidelines and standards. |
| 81 | MS PERGOLA : The work includes the supply, fabrication, and fixing of MS hollow pipe pergola for street landscape. The frames are fabricated from MS RHS pipes of size 100×50×4 mm, finished with black enamel paint over a zinc chromate primer for corrosion protection. Each frame spaced at 1 m apart, with columns embedded directly into PCC 1:2:4 concrete bases without anchor plates. The work includes cutting, welding, erection, and ensuring proper alignment and stability of all frames. |
| 82 | PROVISION OF SINAGES |
| 83 | Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67- 2012 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 M 15 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 67:2012. 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. |
| 84 | i) 90 cm equilateral tringle with diffinitation plate size (20cm X 60cm) |
| 85 | ii) 60 cm equilateral tringle with diffinitation plate (20cm X 60cm) |
| 86 | iii) 60 cm Dia Circular with diffinitation plate (20cm X 60cm). |
| 87 | iv) 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm). |
| 88 | v) 60 mm x 45 mm rectangular with diffinitation plate (20cm X 60cm). |
| 89 | vi) 60 cm x 60 cm square with diffinitation plate (20cm X 60cm) |
| 90 | PROVISION OF UTILITY DUCT |
| 91 | 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 |
| 92 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 93 | Construction of R.C.C. Electrical Chamber with FRP Cover. |
| 94 | Construction of R.C.C. Telecom Chamber with FRP Cover. |
| 95 | Supply& laying of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct's wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer's products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge. |
| 96 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.63 mm dia |
| 97 | Supply of following Sizes pipes for distribution system confirming to latest / relevant IS 4984/1995 Specification with all jointing material sand specials confirming to latest / relevant IS specifications, Including F.O.R. destinations rates per meter (exclusive of GST) in Rs anywhere in UP upto stores of consignees inclusive of third party inspection charges, packing and forwarding charges transit insurance chareges, road transportation charges etc.Complete (including testing of pipelines and cutting of pipes for making up to the length but excluding the cost of trenches) all complete as per instruction of engineers |
| 98 | 160 mm dia : PE-100 : PN 6 |
| 99 | 200 mm dia : PE-100 : PN 6 |
| 100 | Construction of UTILITY Duct Crossing |
| 101 | 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,Bituminous coarses |
| 102 | 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 |
| 103 | Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortar grader on prepared surface, mixing by mix in place method with rotovator at OMC & compacting with vibratory roller to achieve the desired density as per clause 401. Close graded granular sub- base Material as per table 400-1. Grading- I Material. |
| 104 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 105 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 106 | 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. complete. FOR 450 MM DIA CONNECTION TO ROAD |
| 107 | Construction of R.C.C. Utility Chamber with FRP Cover. |
| 108 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying |
| 109 | Crossing Beautification work |
| 110 | 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 |
| 111 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 112 | Providing and laying in position machine batched and machine mixed design mmix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering. finishing and reinforcement, including admixtures in recommended proportions as per 15: 9103 to accelerate, retard setting of concrete, Improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note Cement content considered in this item is @ 330 kg/cum. Excess/ less cernent used as per design mix is. M-25 UPTO PLINTH LVL |
| 113 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not include in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authrized overlapping shall be measured up to floor two level(over all Rate)12 mm to 32 mm. tor etc.all complete. |
| 114 | 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. |
| 115 | Finishing walls with Art painting approved brand on wall surface with all completion of work. |
| 116 | Supply and fixing of light pole with all fittings & LED Lights on RCC foundation including the cost of foundation, foundation bolts, exacavation & back filling & Required T&P etc all complete. |
| 117 | Suplly & Fixing of Murals as per approved design & as per direction of E/I. Required T&P etc all complete. |
| 118 | Landscaping & Horticulture work |
| 119 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts |
| 120 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 121 | Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm. |
| 122 | Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately). |
| 123 | Carrigae of manure upto 5 K.M. |
| 124 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. |
| 125 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 126 | Supplying & Stacking of Selection No.1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. |
| 127 | Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/edge bed watering, manureing and applying insecticides and fungicides etc.(excluding the cost of material which shall be supplied by Per Sqm the department) and as per direction of officer in charge. |
| 128 | Plantation of Flowers: |
| 129 | Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35- 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. |
| 130 | Anemone hybrid (3 in one) variety well developed with fresh & healthy Flower in full bloom in 25 cm Earthen Pot/Plastic Pot. |
| 131 | Polyalthia pendula (Ashok Pendula) height 180-195 cm. in gunny bag size 30 cm |
| 132 | Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. |
| 133 | Providing and Displaying of Spathiphyllum (peace lily), having 15 cm to 25cm ht. blooming stag with fresh & healthy foliage well developed in 15 cm of Earthen pot/plastic pot as per direction of officer-in-charge |
| 134 | Providing and stacking of Clerodendrum thomsoniae of height 30 cm.to 45cm in 20 cm size of poly bag & as per direction of the officer-in-charge. |
| 135 | Providing and stacking of Eugenia jambolana (Jamun) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 136 | Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge |
| 137 | Providing and stacking of Jacaranda mimosifolia of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 138 | Providing and stacking of Terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. |
| 139 | Supply, transportation, and fixing of precast reinforced concrete tree gratings of approved design, shape, and size as per drawings and instructions of the Engineer-in-Charge. The tree gratings shall be manufactured using M-30 grade concrete with adequate reinforcement to ensure durability and load-bearing capacity. Surface shall be finished smooth, edges chamfered, and openings accurately formed for proper fit around the tree trunk and aeration/irrigation. The gratings shall be factory-cast, cured for a minimum of 14 days, and free from cracks, honeycombs, or other defects. Installation shall include proper leveling, alignment, and setting over a compacted sand/cement bed or as directed. |
| 140 | COST OF BORING PUMP SUBMERSIBLE |
| 141 | WATER SUPPLY LINE WORK |
| 142 | Dismantling manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 143 | Bituminous Road |
| 144 | Cutting of Kharanja |
| 145 | Excavation of trenches manually or machanically in soil mixed with moorum/shingle/kankar for pipe line with lift upto 1.5 m lead upto 50m including filling back , watering and ramming of excavated earth in to the trenches and removeal and disposal of surplus earth within a distance of 50 m from the center of the excavated treches. |
| 146 | In mixed soils-60% |
| 147 | Sand Filling in plingth Including Supply of Lab, Mat,T&P etc all comp. |
| 148 | Supply of follwing size pipes including frieght , insurance and all taxes (Excluding GST) , unloading and local carting etc.complete. |
| 149 | 150 mm dia DI K-7 Pipe |
| 150 | Providing specials required for proper completion of work 10% of Pipe Cost |
| 151 | Carting of following size of pipes and specials from store to the site of work within 8 kms , lowering the same into trenches and laying true to the alignment and gradient including jointing the same properly and testing of pipe line including cutting of pipe for the making the required lenghts as per design chart. |
| 152 | 150 mm dia DI K-7 pipe |
| 153 | Barricading of pipe line of trenches by using bamboo poles , rope with red flags , glow caution boards ,diversion boards & red light . |
| 154 | Provision for interconnection from old existing pipe line with new pipe line as per requirement including suplly of all materials , labour T& P etc. |
| 155 | 150 mm x 150 mm |
| 156 | 151 mm x 110 mm |
| 157 | S/F of 150 mm dia Sluice Valve |
| 158 | Making New Pipe line House Hold Conection etc all complete |
| 159 | Disposal of surplus excavated earth over including loading unloading & cartage upto 8kms (10% of excavted earth -item no 3 |
| 160 | SEWER LINE WORK |
| 161 | Supply of material, labour, T&P etc.required for proper 1 barricading along trench during and laying of pipeas per direction of Engineer-in-charge (both sides of will be treated as one side for purpose of measurement. |
| 162 | Dismantling of CC, Tar roads for laying sewer including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 60 m. including supply of all materials, labour, T&P etc. required for proper completion of work as per direction of Engineer In charge |
| 163 | (a) Tar road/CC |
| 164 | Excavation below G.L. upto depth as specified for laying sewer and manhole ordinary soil (earth, sand, loam and clas including cutting of joints pits ramming dressing) levelling, including supply of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer Incharge. |
| 165 | (a) 0.0m To 1.5m B.G.L |
| 166 | (b) 1.5m to 3.0m B.G.L |
| 167 | Provide and fix close timbering in trenches for the depth as specified below G.L. consisting of 40 mm thick approved country wood plank for polling board 125 x 75 Imus Indian Sal Wood wallers and 100 mm dia sal wood ballies for shuttering at 1.5 m C/C including all labour etc, Complete |
| 168 | (b) 1.5m to 3.0m. B.G.L. |
| 169 | Supply of following sizes of RCC (NP3) spigotted and socketed non pressure pipes(300mm Dia) |
| 170 | Carting following sizes of R.C.C. Hume pipe NP3. Class Socket/ spigoted rubber ring jointing and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. true to alignment including excavation of earth below invert level of pipe, 6 cost of all jointing material, testing etc. complete but excluding excavation and and refilling of trenches from gmund level to the invert level of pipe. including supply of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer incharge. 300mm dia |
| 171 | (d) 4.5m to 6.0 B.G.L |
| 172 | Plain Cement concrete work for bedding below G.L. at spcified depth with cement, coarse sand and 20 mm gauge approved stone ballast (1:6:12) including supply of all materials, labour, T&P etc. required for the proper completion of work. (As per direction of Engineer in- charge.1 |
| 173 | (a) PCC for pipe bedding |
| 174 | Construction of circular brick work manhole chamber in 1st class brick work with 1:4 cement & coarse including 8 supply all materials, labour, T&P etc. required for the proper completion of work as per direction of Engineer-in charge. |
| 175 | (a)b-type Manhole 1200 mm dia |
| 176 | Making New Sewer Line House Connection etc. All Complet |
| 177 | Provide necessary fuel, labour T&P etc. required for proper running of well point equipment of required for lowering the water table during excavation and laying of sewers (well point equipment depreciation not considered) Assume well point equipment will run 24 hours and 100m length of sewer will be laid per week ie. in days. (This item shall be executed when water is encountered during excavation of trenches only.) |
| 178 | Making sewer line connection etc all complete. |
| 179 | Disposal of Surplus earth |
| 180 | Less 1% labour cess on civil estimate |
| 181 | ELECTRICAL LT & HT LAYING AND SHIFTING WORK |
| 182 | CENTRALISED ITESM |
| 183 | 33KV 3*300 SQMM XLPE CABLE |
| 184 | 33KV 3* 300 SQMM XLPE CABLE ST. TH CJKIT |
| 185 | 33KV 3*300 SQMM XLPE CABLE OUTDOOR CJKIT |
| 186 | 11KV 3X185 SQMM XLPE CABLE |
| 187 | 11KV 3X185 SQMM XLPE CABLE ST.TH. CJKIT |
| 188 | 3X185 SQMM XLPE CABLE I/D CIKIT |
| 189 | 11KV 3X70 SQMM XLPE CABLE |
| 190 | LT XLPE/PVC CABLE 3.5*400 SQMM |
| 191 | LT XLPE/PVC CABLE 3.5*250 SOMM |
| 192 | LT XLPE/PVC CABLE 3.5*150 SOMM |
| 193 | A TYPE LT PANAL |
| 194 | B TYPE LT PANAL |
| 195 | C TYPE LT PANAL |
| 196 | 33KV CABLE EXPOSURE TYPE D/P ON 11 MTR LONG STP |
| 197 | 33KV 3*300 SQMM CABLE LAYING MATERIAL |
| 198 | 11KV 3*185 SQMM CABLE LAYING MATERIAL |
| 199 | SERVICE CABLE(2x6 SQMM) |
| 200 | SERVICE CABLE(4x16 SQMM) |
| 201 | 33 KV CABLE HOISTING WITH MS PIPE |
| 202 | PIPE BORE EARTHING FOR CSS, A,B & C TYPE PANEL |
| 203 | ALUMINIUMLUG 400 SQMM |
| 204 | ALUMINIUMLUG 200 SQMM |
| 205 | ALUMINIUMLUG 150 SQMM |
| 206 | GI STRIP 50*6 MM |
| 207 | NUT & BOLT WITH WASHER O/S |
| 208 | EARTHING COMPLETE (LT) C-TYPE PANEL |
| 209 | CABLE TAGGING EVERY CABLE IN TRENCH (ON INTERVAL OF 10 MTR) |
| 210 | 11 KV RMU 200KVA 4 WAY |
| 211 | 11 KV RMU PLINTH |
| 212 | HOISTING ON 11KV RMU |
| 213 | FENCING OF 11KV RMU WITH GATE & TOE WALL |
| 214 | DECENTRALISED ITESM |
| 215 | 33KV 3*300 SQMM CABLE LAYING BY DRILL METHOD IN HDPE PIPE 200MMS/C (INCLUDING HDPE PIPE) |
| 216 | 33 KV 3*300 SOMM CABLE LAYING IN CONSTRUCTED TRENCH S/C INCLUDING THE OPENING THE TRENCH COVER WITH THE HELP OF HYDRA & AFTER LAYING CLOSING THE TRENCH COVER PROPERLY |
| 217 | LT CABLE LAYING IN CONSTRUCTED TRENCH INCLUDING THE OPENING THE TRENCH COVER WITH HELP OF HYDRA & AFTER LAYING CLOSING THE TRENCH COVER PROPERLY & PROVIDING CONNECTION TO THE CONSUMER FROM A,B,C PANEL |
| 218 | 11KV 3*185 SQMM CABLE LAYING BY DRILL METHOD IN HDPE PIPE 160MMS/C (UNCLUDING HDPE PIPE) |
| 219 | 11 KV 3*185 SQMM CABLE LAYING IN CONSTRUCTED TRENCH INCLUDING THE OPENING THE TRENCH COVER WITH THE HELP OF HYDRA & AFTER LAYING CLOSING THE TRENCH COVER PROPERLY |
| 220 | 33KV HIGH PRESSURE TESTING |
| 221 | 11KV HIGH PRESSURE TESTING |
| 222 | DEHOISTING OF CABLE EXPOSURE AND REHOISTING BY CHANGING ITS POSITION. DISMENTLING CHARGES OF POLE STRUCTUREWITH ACCESSORY, TRANSFORMER, CONDUCTOR ETC AND CARRIAGE OF RECEIVE BACK MATERIAL FROM SITE TOSTORE ESC (LUMSUM) |
| 223 | LABOUR & CARTAGE on work amount (15% ) on Electricity Utility Shifting work |
| 224 | Upgradation and development work from Classic turn Pappu store to Neera nursing home (H road) and Midland hospital (J road), Satsang bhawan road to Picnic spot road in Vivekanand ward zone-03. |
| 225 | ROAD DEVELOPMENT WORK |
| 226 | 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 |
| 227 | GSB - Granular Sub-base with graded material (Table:-400-1) By Mix in Place Method -Construction of granular sub base by providing close grader on prepared surface, mixing by mix in place method with vibratory rollar to archieve th drsired density, complete as per clause- 401. |
| 228 | Wet Mix Macadam (plant Mix Method) Providing, laying, spreading and comacting graded stone aggegate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base /base course on well preared surface and compacting with vibratory roller to achieve the desired density.. |
| 229 | Providing and applying tack coat with Bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30kg per sqm (VG-10) on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per Technical Specifications MORT&H clau |
| 230 | Dense graded bituminous macadam Providing and laying dence graded bituminus macadam with higher capacity HMP using crushed aggregates of specified grading, premixxed with bituminus binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieved the desired compaction as per MoRTH specifcation clause No. 505 complete in all respects |
| 231 | BC with Waste Plastic additive : Providing and laying Bituminous concrete using crushed stone aggregates of specifiled grading. premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver flnisher equlped with electronic sensor to the requlred grade, evel and alignment and rolling wlth 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) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity |
| 232 | TABLE TOPS AND RAISED INTERSECTION : 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 pumping of concrete to site of laying, 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.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 233 | Concrete of M40 grade with minimum cement content of 390 kg /cum |
| 234 | 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-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 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. the 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 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&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 235 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm 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. |
| 236 | The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenanc for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 237 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. (upto depth of 30mm) |
| 238 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying |
| 239 | FOOT PATH DEVELOPMENT |
| 240 | Dismentaling cement concrete or brick work or granolithic floor including stacking of dismantaled material as directed by Engineer-in- Charge within s distance of 60 meter. |
| 241 | 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 |
| 242 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 243 | GSB - Granular Sub-base with graded material (Table:-400-1) By Mix in Place Method -Construction of granular sub base by providing close grader on prepared surface, mixing by mix in place method with vibratory rollar to archieve th drsired density, complete as per clause- 401. |
| 244 | 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 5 mm), 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) |
| 245 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. |
| 246 | Supply and fixing Gully Grates RED 048 GRH-300 X 750 mm D.I. GULLY GRATE & FRAME IN D400 LOAD CLASS, as per BS EN 124 Black Bitumen Paint, all complete as per direction of Engineer-in-charge, (For Storm Water On Road Grating) |
| 247 | TABLE TOPS AND RAISED INTERSECTION : 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 pumping of concrete to site of laying, 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.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M40 grade with minimum cement content of 390 kg /cum |
| 248 | Brick work in common burnt clay (non modular ) brick of class 150 in foundation and plinth.Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 249 | 12 mm thick plaster of mix 1:4 cement coarse sand etc all complete. |
| 250 | 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. |
| 251 | Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated well surface to give even shade over 1.25 Ltr/10sqm including one coat of primer applid 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat. |
| 252 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete |
| 253 | RCC Bollard :-Providing and Fixing of cement concrete bollards (M:30 Grade) with 150mm dia including grouting anf foundation 750mm height including all the necessary T&P, etc. all complete in direction of engineer incharge. |
| 254 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge . 60 mm thick C.C. paver block (Rectangular or Square )of M-35 grade with approved colour design and pattern |
| 255 | 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 pumping of concrete to site of laying, 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.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M35 grade with minimum cement content of 350 kg /cum |
| 256 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 257 | Suspended floors, roofs, landings, balconies and access platform |
| 258 | 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 top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.) |
| 259 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 160mm Dia |
| 260 | Providing and fixing factory made Thermodrain FRP Grating drain covers, having size upto 600x1001x30 mm, Gratings are with 0% filler & are self pigmented without any painting or coating. The 0% filler imparts higher flexural strength and doesn’t allow the gratings to crack due to its high cohesion. This enhances the life of the product by 50% under exposure to load, Sunlight or Rainfall and LOAD BEARING 10 tonne capacity all complete in direction of engineer in charge. (Make Thermodrain/ Aco Drain/ Zurn) |
| 261 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying |
| 262 | STORM WATER DRAINAGE WORK DEVELOPMENT |
| 263 | 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. |
| 264 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 265 | 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. complete. |
| 266 | FOR 450 MM DIA CONNECTION TO ROAD |
| 267 | FOR 600 MM DIA |
| 268 | FOR 900 MM DIA (END CONNECTION) |
| 269 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 270 | Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortar grader on prepared surface, mixing by mix in place method with rotovator at OMC & compacting with vibratory roller to achieve the desired density as per clause 401. Close graded granular sub- base Material as per table 400-1. Grading- I Material. |
| 271 | Construction of R.C.C. Storm water Chamber Size-750 X 750mm |
| 272 | Construction of R.C.C. Storm water Chamber Size-900 X 900mm |
| 273 | Construction of R.C.C. Storm water Chamber Size-1050 X 1050mm |
| 274 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying |
| 275 | Providing and fixing factory made Thermodrain FRP Grating drain covers, having size upto 600x1001x30 mm, Gratings are with 0% filler & are self pigmented without any painting or coating. The 0% filler imparts higher flexural strength and doesn’t allow the gratings to crack due to its high cohesion. This enhances the life of the product by 50% under exposure to load, Sunlight or Rainfall and LOAD BEARING 10 tonne capacity all complete in direction of engineer in charge. (Make Thermodrain/ Aco Drain/ Zurn) |
| 276 | Providing and fixing factory made Thermodrain FRP Grating drain covers, having size upto 600x1001xThickness should be load capacity, Gratings are with 0% filler & are self pigmented without any painting or coating. The 0% filler imparts higher flexural strength and doesn’t allow the gratings to crack due to its high cohesion. This enhances the life of the product by 50% under exposure to load, Sunlight or Rainfall and LOAD BEARING 40 tonne capacity all complete in direction of engineer in charge. (Make Thermodrain/ Aco Drain/ Zurn) |
| 277 | Provide necessary fuel, labour T&P etc. required for proper running of well point equipment of required for lowering the water table during excavation and laying of sewers (well point equipment depreciation not considered) Assume well point equipment will run 24 hours and 100m length of sewer will be laid per week ie. in days. (This item shall be executed when water is encountered during excavation of trenches only.) |
| 278 | STREET LIGHTING WORK |
| 279 | 8Mtr_Supply of SMD 150W LED Streetlight fixture with System efficacy of 130 lm/W (19500 lumens). Luminaire shall be made up of die cast Aluminium housing with PC lens and toughened glass diffuser. Luminaire shall be designed with street optic LENS for uniform light distribution. LM 80-08 compliant LEDs from reputed makes such as Nichia/Cree/ Bridgelux/ Lumiled/ Osram/Seoul should be provided. LEDs used in the product shall comply with EN 62471 for Photo-biological safety and certificate for the same from manufacturer shall be provided. Luminaire shall be with IP66 protection. The LED shall be compliant with LM80-08 standard with L70 life of 50000 Hrs tested at maximum current (Complete LM 80 test report for LED should be submitted for 10000 hrs of testing). The LEDs used should be with CCT of 5700 K and CRI of Minimum 70. LED Driver shall be potted, Integrated type, Multistage, Isolated, APFC Constant Current- Constant Voltage operated driver with range 120-300V AC and Safety Extra Low Voltage < 60V DC as per IEC standard., Driver Efficiency > 87% & 4 KV internal surge protection, Power factor greater than 0.95 and total harmonic distortion (THD) of less than 10% should be integral to the luminaire. Compliance to Indian Standards of IS10322 Part 5 / Sect 1:1967; 16105 : 2012; IS 16106 : 2012; IS 15885 (Part2/Sec13) : 2012; IS 16108 : 2012. AAA Category SOR No.23.18 |
| 280 | 5Mtr_Supply of SMD 70W LED Streetlight fixture with System efficacy of 110 lm/W (7700 lumens). Luminaire shall be made up of die cast Aluminium housing with PC lens and toughened glass diffuser. Luminaire shall be designed with street optic LENS for uniform light distribution. LM 80-08 compliant LEDs from reputed makes such as Nichia/Cree/ Bridgelux/ Lumiled/ Osram/Seoul should be provided. LEDs used in the product shall comply with EN 62471 for Photo-biological safety and certificate for the same from manufacturer shall be provided. Luminaire shall be with IP66 protection. The LED shall be compliant with LM80-08 standard with L70 life of 50000 Hrs tested at maximum current (Complete LM 80 test report for LED should be submitted for 10000 hrs of testing). The LEDs used should be with CCT of 5700 K and CRI of Minimum 70. LED Driver shall be potted, Integrated type, Multistage, Isolated, APFC Constant Current- Constant Voltage operated driver with range 120-300V AC and Safety Extra Low Voltage< 60V DC as per IEC standard., Driver Efficiency > 87% & 4 KV internal surge protection, Power factor greater than 0.95 and total harmonic distortion (THD) of less than 10% should be integral to the luminaire. Compliance to Indian Standards of IS10322 Part 5 / Sect 1:1967; 16105 : 2012; IS 16106 : 2012; IS 15885 (Part2/Sec13) : 2012; IS 16108 :2012. AAA Category SOR No.23.15 |
| 281 | Supply, Installation, Test & Commissioning of 11W LED Decorative Dark Sky Bollard with System efficacy of >80 lm/W (880 lumens). Luminaire shall be made up of dark grey, pure polyester power coated extruded Aluminium housing with seamless milky white polycarbonate diffuser, having dimension of dia(Ø) 100m± 2mm with height of 800mm±2mm. All external hardware must be of SS304 grade. LM 80-08 compliant LEDs of EMC/ceramic package from reputed makes such as Nichia/Cree/ Bridgelux/ Lumiled/ Osram/Seoul should be provided. LEDs used in the product shall comply with EN 62471 for Photo-biological safety and certificate for the same from manufacturer shall be provided. Luminaire shall be with IP65 and IK10 protection. The LED shall be compliant with LM80-08 standard with L70 life of 50000 Hrs tested at maximum current (Complete LM 80 test report for LED should be submitted for 10000 hrs of testing). The LEDs used should be with CCT of 4000 K, CRI of Minimum 80 and SDCM <5. LEDs must be driven at max 70% of the rated current. MCPCB with Aluminium core and copper thickness of 35 microns to be used for LED mounting. IP66 rated LED Driver shall be silicone potted, Integrated type, Isolated, Constant Current with range 140-280V AC. Driver Efficiency > 80% & 3 KV internal surge protection, Power factor greater than 0.95 and total harmonic distortion (THD) of less than 10% should be integral to the luminaire. Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters. Compliance to Indian Standards of IS10322 Part 5 / Sect 5:1967; 16105 : 2012; IS 16106 : 2012; IS 15885 (Part2/Sec13) : 2012; IS 16108 : 2012 should be there. AAA Category SOR No.23.20 |
| 282 | Supply, Installation, Test & Commissioning of 8 Mtr Laser Cut Design Decorative Pole coated with Epoxy Zinc phosphate primer and topcoat with polyurethane based paint. Paint Micron 60 to 80μm Approx. The pole base plat with 4Nos 16/18 mm dia x 750 mm long J Type GI foundation bolts with Double nut and double washer & Base plat 250x250x12mm, 1500mm Double Arm Bracket as per design for Center verge & Footpath Area Lighting. complete in all respects as per approved drawing of laser cut Pole. |
| 283 | Supply, Installation, Test & Commissioning of 5 Mtr Laser Cut Design Decorative Pole coated with Epoxy Zinc phosphate primer and topcoat with polyurethane based paint. Paint Micron 60 to 80μm Approx. The pole base plat with 4Nos 16/18 mm dia x 750 mm long J Type GI foundation bolts with Double nut and double washer & Base plat 250x250x12mm, 1500mm Single Arm Bracket as per design for Center verge & Footpath Area Lighting. complete in all respects as per approved drawing of laser cut Pole.. |
| 284 | S/ laying of 25sq mm x 3.5 core aluminium conductor PVC insulated armored served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm below ground complete in all respects (PWD S.I. No. 501(J)) [ Pole To Pole Cable ] |
| 285 | S/ laying of 70sq mm x 3.5 core aluminium conductor PVC insulated armored served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm below ground complete in all respects (PWD S.I. No. 501(M)) [ Main Connection Cable ] |
| 286 | Supply & fixing of brass nickle plated comperision gland insulated with tape and making connection etc, complete in all respect (PWD S.I.No.503 M) |
| 287 | S/F and laying of high gauge of 63 mm dia (CPVC/HDPE/DWC) pipe for cable including in all for the protection of cable |
| 288 | S/F 0.5 AMP to 5 Amp sp MCB (10KA) C curve of plain or pin type aluminium lug with nutral link to the cable leeds including with tape, complete in all respects. (PWD SI No - 1001) |
| 289 | Supply and burrying of safe earthing Electrod T-19 (Hot dip Galvanize) length upto 2000mm outer pipe 50mm, Inner Pipe 25mm Terminal dia 12mm Pipe earthing complete in all respects. (PWD S.l.No.725 -A) |
| 290 | Supply & laying of 25mm X 3mm GI Strip from earth Electrod directly in the ground as required complete in all respect (PWD S.L.No.716) |
| 291 | Supply of Installation, Testing & Commissioning of Single Phase Micro processor, 4G Gatway SIM based| CCMS with SPD streetlinght Control Panel, Auto/manual Rotary. Power Controller, Load brak switch, MCB, Antina, Timer with Pole mounting clamps, Connection cable, Software Charges, Installation accessories with Earthing, Communication Charges, Weblink in Smart City Lucknow Control Room wit h! year Warranty & AMC : D - 1017 / CE (E/M) -01 |
| 292 | S/W of sub main cable with 3core 2.50sq mm FRLSH PVC insulated copper conductor cable with pvc conduict pipe including in all as (PWD S.I. NO. 289(P) |
| 293 | STREET FIXTURE WORK |
| 294 | Supply and fixing of Sand Stone Bench (Size 1500x450x450) mm including grouting in R.C.C Block etc. all complete in direction of Engineer in charge. |
| 295 | Supplying & fixing of Cast iron bench with back with logo and hand rest (75 Kg) in tradtional style bench fixing in R.C.C. block in size 600x600x600 all complete with painting of any colour & any shade etc all complete in direction of engineer in charge |
| 296 | Fabrication and supply & Fixing of Stainless Steel grade, Sheet thickness = 1.2 mm, Double Dustin Situable for air port, Park, Metor Stations etc.with civil work including all necessary T&P etc all complete in direction of engineer in charge. (Model No. OZUF-DB-BO-LID, Make -Ozone/ Jindal/ J.C.Decaux or equivalen |
| 297 | The work includes the supply and installation of a bus shelter fabricated with high-quality fiber-reinforced plastic (FRP) or polycarbonate sheets for the roof and side cladding, supported on a durable Mild Steel (M.S.) frame. The structure shall be designed to withstand local wind and weather conditions, with corrosion-resistant coatings (such as primer and enamel or powder coating) applied to all M.S. components. The shelter shall include a backrest seating arrangement, fabricated with powder-coated M.S. pipe or flat bars, and fitted with FRP or high-density polyethylene (HDPE) seats for user comfort. All materials used must be of approved make and conform to relevant IS standards. The shelter shall be properly anchored to a cement concrete foundation or paved base, ensuring stability and long life. The completed structure should be neat, rust-resistant, and maintenance-friendly, suitable for long-term public use. |
| 298 | The work involves the supply and installation of a seating shed along urban road footpaths, designed to provide comfortable and weather-protected seating for pedestrians. The shed shall consist of a robust Mild Steel (M.S.) frame structure, treated with anti-corrosive primer and finished with two or more coats of weather-resistant enamel or powder coating. The roof and side panels shall be fabricated using high-quality fiber-reinforced plastic (FRP), polycarbonate, or other approved lightweight, UV-resistant materials to ensure durability and protection against sun and rain. The seating shall be integrated into the structure, using M.S. or stainless steel supports with seats made of FRP, HDPE, or seasoned wood, securely fixed and ergonomically designed for public use. All structural members shall be anchored to a pre-cast or cast-in-situ RCC foundation for stability. The design shall ensure accessibility, safety, and aesthetic integration with the urban streetscape, conforming to relevant local municipal guidelines and standards. |
| 299 | MS PERGOLA : The work includes the supply, fabrication, and fixing of MS hollow pipe pergola for street landscape. The frames are fabricated from MS RHS pipes of size 100×50×4 mm, finished with black enamel paint over a zinc chromate primer for corrosion protection. Each frame spaced at 1 m apart, with columns embedded directly into PCC 1:2:4 concrete bases without anchor plates. The work includes cutting, welding, erection, and ensuring proper alignment and stability of all frames. |
| 300 | PROVISION OF SINAGES |
| 301 | Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67- 2012 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 M 15 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 67:2012. 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. |
| 302 | i) 90 cm equilateral tringle with diffinitation plate size (20cm X 60cm) |
| 303 | ii) 60 cm equilateral tringle with diffinitation plate (20cm X 60cm) |
| 304 | iii) 60 cm Dia Circular with diffinitation plate (20cm X 60cm). |
| 305 | iv) 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm). |
| 306 | v) 60 mm x 45 mm rectangular with diffinitation plate (20cm X 60cm). |
| 307 | vi) 60 cm x 60 cm square with diffinitation plate (20cm X 60cm) |
| 308 | PROVISION OF UTILITY DUCT |
| 309 | 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 |
| 310 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 311 | Construction of R.C.C. Electrical Chamber with FRP Cover. |
| 312 | Construction of R.C.C. Telecom Chamber with FRP Cover. |
| 313 | Supply& laying of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct's wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer's products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge. |
| 314 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 63 mm dia |
| 315 | Supply of following Sizes pipes for distribution system confirming to latest / relevant IS 4984/1995 Specification with all jointing material sand specials confirming to latest / relevant IS specifications, Including F.O.R. destinations rates per meter (exclusive of GST) in Rs anywhere in UP upto stores of consignees inclusive of third party inspection charges, packing and forwarding charges transit insurance chareges, road transportation charges etc.Complete (including testing of pipelines and cutting of pipes for making up to the length but excluding the cost of trenches) all complete as per instruction of engineers |
| 316 | 160 mm dia : PE-100 : PN 6 |
| 317 | 200 mm dia : PE-100 : PN 6 |
| 318 | Construction of UTILITY Duct Crossing |
| 319 | 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,Bituminous coarses |
| 320 | 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 |
| 321 | Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortar grader on prepared surface, mixing by mix in place method with rotovator at OMC & compacting with vibratory roller to achieve the desired density as per clause 401. Close graded granular sub- base Material as per table 400-1. Grading- I Material. |
| 322 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 323 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 324 | 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 pumping of concrete to site of laying, 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.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 325 | Concrete of M35 grade with minimum cement content of 350 kg /cum |
| 326 | 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. complete. FOR 450 MM DIA CONNECTION TO ROAD |
| 327 | Construction of R.C.C. Utility Chamber with FRP Cover. |
| 328 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying |
| 329 | Crossing Beautification work |
| 330 | 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 |
| 331 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 332 | Providing and laying in position machine batched and machine mixed design mmix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering. finishing and reinforcement, including admixtures in recommended proportions as per 15: 9103 to accelerate, retard setting of concrete, Improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note Cement content considered in this item is @ 330 kg/cum. Excess/ less cernent used as per design mix is. M-25 UPTO PLINTH LVL |
| 333 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not include in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authrized overlapping shall be measured up to floor two level(over all Rate)12 mm to 32 mm. tor etc.all complete. |
| 334 | 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. |
| 335 | Finishing walls with Art painting approved brand on wall surface with all completion of work. |
| 336 | Supply and fixing of light pole with all fittings & LED Lights on RCC foundation including the cost of foundation, foundation bolts, exacavation & back filling & Required T&P etc all complete. |
| 337 | Suplly & Fixing of Murals as per approved design & as per direction of E/I. Required T&P etc all complete. |
| 338 | Landscaping & Horticulture work |
| 339 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts |
| 340 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 341 | Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm. |
| 342 | Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately). |
| 343 | Carrigae of manure upto 5 K.M. |
| 344 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. |
| 345 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 346 | Supplying & Stacking of Selection No.1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. |
| 347 | Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/edge bed watering, manureing and applying insecticides and fungicides etc.(excluding the cost of material which shall be supplied by Per Sqm the department) and as per direction of officer in charge. |
| 348 | Plantation of Flowers: |
| 349 | Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35- 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. |
| 350 | Anemone hybrid (3 in one) variety well developed with fresh & healthy Flower in full bloom in 25 cm Earthen Pot/Plastic Pot. |
| 351 | Polyalthia pendula (Ashok Pendula) height 180-195 cm. in gunny bag size 30 cm |
| 352 | Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. |
| 353 | Providing and Displaying of Spathiphyllum (peace lily), having 15 cm to 25cm ht. blooming stag with fresh & healthy foliage well developed in 15 cm of Earthen pot/plastic pot as per direction of officer-in-charge |
| 354 | Providing and stacking of Clerodendrum thomsoniae of height 30 cm.to 45cm in 20 cm size of poly bag & as per direction of the officer-in-charge. |
| 355 | Providing and stacking of Eugenia jambolana (Jamun) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 356 | Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge |
| 357 | Providing and stacking of Jacaranda mimosifolia of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 358 | Providing and stacking of Terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. |
| 359 | Supply, transportation, and fixing of precast reinforced concrete tree gratings of approved design, shape, and size as per drawings and instructions of the Engineer-in-Charge. The tree gratings shall be manufactured using M-30 grade concrete with adequate reinforcement to ensure durability and load-bearing capacity. Surface shall be finished smooth, edges chamfered, and openings accurately formed for proper fit around the tree trunk and aeration/irrigation. The gratings shall be factory-cast, cured for a minimum of 14 days, and free from cracks, honeycombs, or other defects. Installation shall include proper leveling, alignment, and setting over a compacted sand/cement bed or as directed. |
| 360 | COST OF BORING PUMP SUBMERSIBLE |
| 361 | WAYER SUPPLY LINE WORK |
| 362 | Dismantling manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 363 | Bituminous Road |
| 364 | Cutting of Kharanja |
| 365 | Excavation of trenches manually or machanically in soil mixed with moorum/shingle/kankar for pipe line with lift upto 1.5 m lead upto 50m including filling back , watering and ramming of excavated earth in to the trenches and removeal and disposal of surplus earth within a distance of 50 m from the center of the excavated treches. |
| 366 | In mixed soils-60% |
| 367 | Sand Filling in plingth Including Supply of Lab,Mat,T&P etc all comp. |
| 368 | Supply of follwing size pipes including frieght insurance and all taxes (Excluding GST) , unloading and local carting etc.complete. 150 mm dia DI K-7 Pipe |
| 369 | Providing specials required for proper completion of work 10% of Pipe Cost |
| 370 | Carting of following size of pipes and specials from store to the site of work within 8 kms , lowering the same into trenches and laying true to the alignment and gradient including jointing the same properly and testing of pipe line including cutting of pipe for the making the required lenghts as per design chart. 150 mm dia DI K-7 pipe |
| 371 | Barricading of pipe line of trenches by using bamboo poles , rope with red flags , glow caution boards ,diversion boards & red light . |
| 372 | Provision for interconnection from old existing pipe line with new pipe line as per requirement including suplly of all materials , labour T& P etc. |
| 373 | 150 mm x 150 mm |
| 374 | 151 mm x 110 mm |
| 375 | S/F of 150 mm dia Sluice Valve |
| 376 | Making New Pipe line House Hold Conection etc all complete |
| 377 | Disposal of surplus excavated earth over including loading unloading & cartage upto 8kms (10% of excavted earth -item no 3 |
| 378 | SEWER LINE WORK |
| 379 | Supply of material, labour, T&P etc.required for proper 1 barricading along trench during and laying of pipeas per direction of Engineer-in-charge (both sides of will be treated as one side for purpose of measurement. |
| 380 | Dismantling of CC, Tar roads for laying sewer including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 60 m. including supply of all materials, labour, T&P etc. required for proper completion of work as per direction of Engineer In charge |
| 381 | (a) Tar road/CC |
| 382 | Excavation below G.L. upto depth as specified for laying sewer and manhole ordinary soil (earth, sand, loam and clas including cutting of joints pits ramming dressing) levelling, including supply of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer Incharge. |
| 383 | (a) 0.0m To 1.5m B.G.L |
| 384 | (b) 1.5m to 3.0m B.G.L |
| 385 | Provide and fix close timbering in trenches for the depth as specified below G.L. consisting of 40 mm thick approved country wood plank for polling board 125 x 75 Imus Indian Sal Wood wallers and 100 mm dia sal wood ballies for shuttering at 1.5 m C/C including all labour etc, Complete |
| 386 | (b) 1.5m to 3.0m. B.G.L. |
| 387 | Supply of following sizes of RCC (NP3) spigotted and socketed non pressure pipes(300mm Dia) |
| 388 | Carting following sizes of R.C.C. Hume pipe NP3. Class Socket/ spigoted rubber ring jointing and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. true to alignment including excavation of earth below invert level of pipe, 6 cost of all jointing material, testing etc. complete but excluding excavation and and refilling of trenches from gmund level to the invert level of pipe. including supply of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer incharge. 300mm dia |
| 389 | (d) 4.5m to 6.0 B.G.L |
| 390 | Plain Cement concrete work for bedding below G.L. at spcified depth with cement, coarse sand and 20 mm gauge approved stone ballast (1:6:12) including supply of all materials, labour, T&P etc. required for the proper completion of work. (As per direction of Engineer in- charge.1 |
| 391 | (a) PCC for pipe bedding |
| 392 | Construction of circular brick work manhole chamber in 1st class brick work with 1:4 cement & coarse including 8 supply all materials, labour, T&P etc. required for the proper completion of work as per direction of Engineer-in charge. |
| 393 | (a)b-type Manhole 1200 mm dia |
| 394 | Making New Sewer Line House Connection etc. All Complet |
| 395 | Provide necessary fuel, labour T&P etc. required for proper running of well point equipment of required for lowering the water table during excavation and laying of sewers (well point equipment depreciation not considered) Assume well point equipment will run 24 hours and 100m length of sewer will be laid per week ie. in days. (This item shall be executed when water is encountered during excavation of trenches only.) |
| 396 | Making sewer line connection etc all complete. |
| 397 | Disposal of Surplus earth |
| 398 | Less 1% labour cess on civil estimate |
| 399 | ELECTRICAL LT & HT LAYING AND SHIFTING WORK |
| 400 | CENTRALISED ITESM |
| 401 | LT Feeder Pillar (for three phase) 400 Amp |
| 402 | LT Feeder Pillar (for three phase) 250 Amp (Distribution) |
| 403 | Earthing complete for LT Feeder Pillar |
| 404 | Plinth for Feeder Pillar |
| 405 | LT Cable XLPE 3.5x400 sqmm |
| 406 | LT Cable XLPE 3.5x240 sqmm |
| 407 | LT Cable XLPE 3.5x120 sqmm |
| 408 | Al. Crimping lug 400 sqmm |
| 409 | Al. Crimping lug 240 sqmm |
| 410 | Al. Crimping lug 120 sqmm |
| 411 | SOLID PVC PIPE 3\\"DIA |
| 412 | 16 SQMM ALU THIMBLE |
| 413 | HDPE PIPE |
| 414 | 11 KV 3X185 SQMM XLPE CABLE |
| 415 | 11 KV 3X70 SQMM XLPE CABLE |
| 416 | 11 KV 3X185 SQMM CABLE J. KIT O/D |
| 417 | 11 KV 3X70 SQMM CABLE J. KIT O/D |
| 418 | 11 KV 3X185 SQMM CABLE J. KIT ST. TH |
| 419 | 11 KV 3X70 SQMM CABLE J. KIT ST. TH |
| 420 | ST POLE 11 MTR LONG |
| 421 | 11 KV RMU 200 AMP |
| 422 | 11 KV RMU PLINTH |
| 423 | MS ANGLE CHANNEL, HOLDING CLAMP ETC |
| 424 | 11 kv DO Set |
| 425 | 11 KV TPMO SET |
| 426 | FENCING OF TRANSFORMER DP AND RMU |
| 427 | CONCRETING OF POLE |
| 428 | 11 KV 1X35 SQMM XLPE CABLE |
| 429 | 11 KV PIN INSULATOR |
| 430 | 11 KV PIN WITH NUT |
| 431 | 11 KV DISC INSULATOR WITH FITTING |
| 432 | CABLE LAYING IN MS PIPE 6\\"DIA |
| 433 | HOISTING OF 33KV & 11 KV CABLE |
| 434 | STONE PAD |
| 435 | DANGER BOARD WITH CLAMP |
| 436 | PIPE TYPE EARTHING FOR T/F |
| 437 | COMPLETE EARTHING OF POLE |
| 438 | PLINTH FOR EXISTING T/F |
| 439 | 33KV & 11 KV HIGH PRESSURE TESTING |
| 440 | TF Distribution Box |
| 441 | 33 KV 3X300 SQMM XLPE CABLE |
| 442 | 33 KV 3X300 SQMM CABLE J. KIT O/D |
| 443 | 33 KV 3X300 SQMM CABLE J. KIT ST. TH |
| 444 | ST POLE 13 MTR LONG |
| 445 | MS ANGLE CHANNEL, HOLDING CLAMP ETC |
| 446 | 33 KV PIN INSULATOR |
| 447 | 33 KV PIN WITH NUT |
| 448 | 33 KV DISC INSULATOR WITH FITTING |
| 449 | DECENTRALISED ITESM |
| 450 | Sundries Item |
| 451 | DISMENTALLING CHARGES OF POLE STRUCTURE WITH TRANSFORMER CONDUCTOR, ETC AND CARRIAGE OF RECEIVE BACK MATERIAL FROM SITE TO STORE FOR 33kv |
| 452 | DISMENTALLING CHARGES OF POLE STRUCTURE WITH TRANSFORMER CONDUCTOR, ETC AND CARRIAGE OF RECEIVE BACK MATERIAL FROM SITE TO STORE for 11kv LT lines |
| 453 | cable laying by drill method in HDPE pipe |
| 454 | LABOUR & CARTAGE on work amount (15% ) on Electricity Utility Shifting work Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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