Tender For Integrated Development And Upgradation Work From Kakrau Kothi Junction To Sailayi Puliya Junction.
Tender Value
46.38 Crore
Estimated cost
Bid Submission
20 Aug 2026
5 days left
EMD
92.80 Lakhs
Bank guarantee accepted
Document Fee
41300
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Firozabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Integrated Development And Upgradation Work From Kakrau Kothi Junction To Sailayi Puliya Junction.
BOQ
| Sl. No. | Item Description |
| 1 | UPGRADATION OF ROAD |
| 2 | Dismantling of existing pavement (bituminous course) by mechanical means and disposal of dismantled material upto a lead of 1km, as per direction of engineer in charge. |
| 3 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1km (by mechanical means) |
| 4 | Dismantling reinforcement cement concrete or reinforcement brick work, including stacking of materials as directcd by Engineer-in-charge with in a distance of 60 mt- (200 feet) |
| 5 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 6 | Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 7 | Disposal of surplus earth and dismantled brick/cc/rcc at a distance 10km from site including loading unloading complete in all respect. |
| 8 | Excavating, supplying and filling of local earth by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 9 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 1) - Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 10 | Wet Mix Macadam (Plant Mix Method) \\"WMM\\" - Providing, laying, spreading and compacting graded stone aggregate 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 with uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 11 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means |
| 12 | Dense Graded Bituminous Macadam Grading-2 - Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous 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 with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 13 | Tack Coat - Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.ting with vibratory roller to achieve the desired density. |
| 14 | Bituminous Concrete - Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects |
| 15 | Providing and laying in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. |
| 16 | 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 1.10 times 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 400 kg/cum |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 18 | Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and excluding the supply of steel and its waistage Bend, hooks, binding wire and authorized over lapping shall be measured upto floor to level. (PWD Sl No.- 504) |
| 19 | Dismantling of girders, trusses and other steel work including stacking of dismantled materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet). |
| 20 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm 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 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm 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 for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. |
| 21 | 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 1.10 times 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 M30 grade with minimum cementcontent of 350 kg /cum |
| 22 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 23 | Footpath (Tactiles Tiles) |
| 24 | Dismantling of girders, trusses and other steel work including stacking of dismantled materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet). |
| 25 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet). |
| 26 | Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 27 | 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. |
| 28 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 30m distance as directed by the Engineer-in- Charge. Used for Earth work. |
| 29 | Supplying and stacking of good earth at site including royalty and carriage upto 5 k m lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 30 | Providing and laying in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. |
| 31 | Brick work M-150 in 1:4 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all materiall, labour and tools and plants, ect required for proper completion of work |
| 32 | 12mm Cement plaster with cement mortar inproportion of 1:4 cement & coarse sand of single coatfor interior plastering upto floor two level includinginternal rounded angles chamfers, and roundedangles not exceeding 80mm in girth and finished even and smooth. |
| 33 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 1) - Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 34 | Red sand stone work for wall lining etc. 30 mm thick in cement mortar 1:3 (1 cement : 3 course sand) including capping jointing in white cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment matching the stone sand. |
| 35 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 36 | Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work. |
| 37 | Wall painting (Two coat) with plastic emulsion paint of approved brand and manufacture on decorative wall surface to give an even shade including thoroughly brushing the surface clean all of dirt, grease loose pieces and prepare smooth. |
| 38 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. |
| 39 | Supply & Laying of precast concrete blocks (Interlocking tiles) of thickness 80mm Rubber molded (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 80 mm (Rubber molded) |
| 40 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 41 | Taking out existing KERB STONE from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 42 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 43 | Providing and laying tactile tile (for vision impaired persons as per stanDSRds) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 44 | Providing & Laying 100x100 mm with thickness ranging from 70-90mm rough finish granite cobbles stone and shape of approved and complete as per direction of Engineer-in- Charge. including transport ,loading ,unloading and conveyance of Grey cobbles granite from available source to work site, including labor charges for fixing the granite and pointing etc., all complete as per direction of Engineer-in-charge.(grey cobblestones) |
| 45 | 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 1.10 times 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 M25 grade with minimum cement content of 330 kg/cum |
| 46 | 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 1.10 times 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 400 kg/cum |
| 47 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 48 | 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 perdirection 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. |
| 49 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washersas required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 50 | Dismantling of girders, trusses and other steel work including stacking of dismantled materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet). |
| 51 | Drain (Strom Water) |
| 52 | Cleaning grass and removal of rubbish up to a distance of 30 m out side the periphery of the area as per technical specification clause 201 |
| 53 | Dismantling reinforcement cement concrete or reinforcement brick work, including stacking of materials as directcd by Engineer-in-charge with in a distance of 60 mt- (200 feet) |
| 54 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix |
| 55 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet). |
| 56 | Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 57 | Disposal of surplus earth and dismantled brick/cc/rcc at a distance 10km from site including loading unloading complete in all respect. |
| 58 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 30m distance as directed by the Engineer-in- Charge. Used for earth work. |
| 59 | Sand fillling in plinth including watering dressing etc. including all complete. |
| 60 | Providing and laying in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. |
| 61 | Brick work M-150 in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall 230mm thick to (1:4 cement & coarse sand). |
| 62 | 12mm Cement plaster with cement mortar inproportion of 1:4 cement & coarse sand of single coatfor interior plastering upto floor two level includinginternal rounded angles chamfers, and roundedangles not exceeding 80mm in girth and finished evenand smooth. |
| 63 | 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 1.10 times 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 M25 grade with minimum cement content of 330 kg/cum |
| 64 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 65 | Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500D or more. |
| 66 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 finesand) including testing of joints etc. complete900 mm dia RCC pipes. |
| 67 | Providing and fixing PVC pipe conforming to ISmake working pressure 4 Kg/SqCm incuding testinglabour T&P and all complete fittings 110 mm diameter |
| 68 | 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 75mm 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. |
| 69 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Rectangular shape 600x450 mm internal dimensions M30 Grade concrete |
| 70 | Removing all type of 300 mm Dia Hume Pipes and Stacking within a lead of 1000 mm including T&P, Earthwork and Dismantling of Masonry Works. |
| 71 | Supply and installation on site - Recessed double seal of with a clear opening of 750*750 mm DI manhole cover and frame (material- ductile iron grade 500/7) of class D400 having minimum load capacity 400 KN Load as per EN124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by Engineer in chargedesign approved by Engineer in charge. (storm water) |
| 72 | Supply and installation on site - Recessed double seal of with a clear opening of 750*750 mm DI manhole cover and frame (material- ductile iron grade 500/7) of class B125 having minimum load capacity 125 KN Load as per EN124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by Engineer in chargedesign approved by Engineer in charge. (Storm water) |
| 73 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 74 | Supply and installation on site - Gully Grates: A1216 300X700 MM DI TRENCH GRATE (For Storm Water - On Road Grating) IN D400 LOAD CLASS |
| 75 | Supply and installation on site - Gully Grates RED 048 GRH – 600 x 600mm DI 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) |
| 76 | Providing and fixing in position steel fibre reinforced concrete (SFRC) Frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by engineer-in-charge (20 tonnes capacity)560 mm dai |
| 77 | Providing and fixing in position steel fibre reinforced concrete (SFRC) Frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by engineer-in-charge (20 tonnes capacity)90 x 45 cm |
| 78 | Providing and fixing in position steel fibre reinforced concrete (SFRC) Frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by engineer-in-charge (20 tonnes capacity)90 x 60 cm |
| 79 | Providing and fixing in position steel fibre reinforced concrete (SFRC) Frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by engineer-in-charge (20 tonnes capacity) 60 x 60 cm |
| 80 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. In all kind of soil |
| 81 | 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 perdirection 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. |
| 82 | Providing and laying in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone ballast 40 mm nominal size) and curing complete,including cost of supply of all materials, labour and T&P etc. required for proper completion of the work |
| 83 | Landscape & Horticulture Work |
| 84 | Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. |
| 85 | Plumeria alba of height 8'-10' with 3-4 branches and thick |
| 86 | Providing and stacking of Nauclea cadamba (Kadam) of height 300-350 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 87 | Providing and stacking of Tabebuia sp. of height 300-350 cm cm. in big polybags of size 25 cm as per direction of the officer-in-charge. |
| 88 | Providing and stacking of Cassia fistula (Amaltash) of height 300-350 cm cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 89 | Providing and stacking of Bottle brush of height 300-350 cm cm. in big polybag of size 25 cm as per direction of the officer-in-charge |
| 90 | Providing and Displaying Radmachera with fresh & healthy 10 to 12 suckers 1.2 m to 1.8m ht well developed in 30 cm Cement Pot as per direction of the officer-in-charge. |
| 91 | Providing and Displaying Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot as per direction of the officer-in-charge. |
| 92 | Providing and stacking of Calliandra hybrida of height 105-120 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge. |
| 93 | Vinca different colour 6 to 8 well developed branch in full bloom stacked with green painted Bamboo stick in 25 cm Earthen Pot/Plastic Pot. |
| 94 | Tecoma gaudichaudi of height 90-105 cm.,bushy in big size HDPE bag |
| 95 | Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). |
| 96 | Hymenocallis littoralis (Spider lilly) of height 60-75 cm., bushy in big size HDPE bag |
| 97 | Street Lighting |
| 98 | Supply & fixing of 7 mtr GI Octagonal Pole of approvedmake (top dia 70mm, Bottom dia 130 mm and base plate 12mm thik) having 3mm thikness with Double armbracket (1 Mtr length) on RCC foundation including thecost of foundation, foundation bolts, excavation & backfilling and Required T&P completee in all respect. |
| 99 | Supply and fixing following capicity of autometic street light cubical cntrol panel with anticorrosive alkali and acid proof paint consisting of time swich TSO 100 series with contactors. HRC fuses solating switch metering instrument & instrument box with CTs etc in case of TPN. Complete in all respect (25 A TNP). |
| 100 | Supply and burying of safe earthing electrode T-19 (Hot dip galvanized) length upto 2000 mm . Outer G.I. pipe 50 mm inner pipe 25 mm terminal dia 12 mm outer G.I. pipe of 16 SWG and inner G.I. pipe 12 SWG with hot dip galvanized up to 100 micron filled with crystalling conductive mixture (CCM) having anti corrosive and conductive property with 50kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capicity along with 30 cm square C.I. frame with hinged over & masonry having from alectrode trminal to switch board cost of 25X3 G.I. strip will be extra. |
| 101 | Supply and laying of aluminium conducter, PVC insulated armoured, served. sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand 4 alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. (16 sqmm 4 core) |
| 102 | Supply and fixing of LED Street light Fitting havingdie cast aluminium body and diffuser with driver setsuitable for 140 to 150 Watt. Confirming to IP 66Protection complete in all respects |
| 103 | Supply and fixing of factory wired integral LEDflood light luminaires with die cast aluminiumhousing built with dirver set suitable for 100 to 120Watt. Confirming to IP 65 protection complete in all respect. |
| 104 | S/F of Mica Junction Plate with MCB and connection pin |
| 105 | S/Laying of 63/90 mm P.V.C. Pipe etc. complete in all respect. Including clamp |
| 106 | Supply & fixing of plain type aluminium lug to the cable leeds included with tape and making connection etc. |
| 107 | Supply & laying of 1.5 mm x 2 core copper cable Under pole. |
| 108 | Numbering Pole with Base of white base. |
| 109 | Signages |
| 110 | Flexible Median Marker As Per IRC 79:2019 .Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. Use of Median Marker provides safety against collision happening with medians during night time, or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67. Flexible Median Marker shall be of tough, high impact resistant. injection-molded, thermoplastic body with property of flexibility to provide high durability 'and U shape structure having rebound/bounce back property. the sheeting shall be of Type XI conforming to IRC:67 and it should be on both the faces whereby providing maximum reflectivity at langer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination of epoxy adhesive and grouting/ drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 mm Reflective Area: Shall not be less than 90 cm square Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using a pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall withstand 50 kg of Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour. T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 111 | Linear Delineator System (LDS) Supply & fixing of Linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across a wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brickwork with 16 Nos fastener/ screw |
| 112 | Tree Plate Supply & Fixing of Retro reflective Tree Plate having size 15cm x15cm, consisting Type XI Retro reflective Sheeting fixed Over 1.50 mm thick aluminium sheet including labour, Material T&P etc for proper completion of the work. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 113 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass bads @ 250 gms per sqm area, thickness of 2.5 mm is excludive of surface applied glass baeds as per IRC: 35 the finished survace to be level, uniform and free from streaks and holes. As per Morth Specification No. 803 |
| 114 | Supply and fixing of retro reflective, information and village signed board size (0.8X0.6) m including all material, labour T&P etc complete as per lucknow sor chapter no-26 item no-18 |
| 115 | Supply and fixing of pavement marker (Cats eys) type X RPM with shank ASTMB - 4958 - 04 every dennison / 3m (USA make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prematic to glass covered prematic reflecti |
| 116 | Supply, fixing & built up over head structure 12mtr. 15mtr span comprising of three vertical posts of 6.00 M height made up of 300 mm NV heavy class MS pipe as vertical member welded with 10mm MS plate at top true shall comprise of 500 mm dia. Heavy clas as per lucknow sor chapter no-26 item no-7 |
| 117 | Supply and instalation of delinators (road way indicators, hazard markers, object marker) 80-100cm high above ground level painted black and white in 15 cm wide strip fitted with 80 x 100 mm rectangular or 75mm dia circular reflectrorised panel at the top |
| 118 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (For Hazard Marker size 30 X 90cm) |
| 119 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.90Cm equilateral trangle(For padestria crossing |
| 120 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.(90 cm High Octangon(For stop sigen) |
| 121 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.90Cm equilateral trangle(For T Junction) |
| 122 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.90Cm equilateral trangle(For Rumble Strip on link Road) |
| 123 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.80 x 60 Cm equilateral trangle(For Hazard marker) |
| 124 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.80cmx60cm Ractangle place indication Board |
| 125 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.90Cm equilateral trangle(ForSchool & hospital) |
| 126 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. |
| 127 | Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass bads @ 500 gms per sqm area, thickness of 5 mm is excludive of surface applied glass baeds as per IRC: 35 the finished survace to be level, uniform and free from streaks and holes. As per Morth Specification No. 803 (REPEATED/TRANSVERS BAR |
| 128 | Solar Power road marker (Solar Studs) The solar studs shall be made of Aluminium alloy and poly carbonate material which shall be absolutely weather-resistant and strong enough to support a load of 13,635 kg tested in accordance with ASTM D4280. Its colour may be white, red yellow-green or blue or combination as directed by the Engineer Its water resistance shall meet the requirements of IP 65 in accordance with I$:12063:1987 category 2 for protection against water ingress. The dimensions of solar studs shall not be less than 100 mm X 100 mm X 10 mm. It shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperrature range of - 40°C to +55°C. Its life shall be not less than 3 Years. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 129 | Power Duct & Telecom |
| 130 | Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 131 | Disposal of surplus earth and dismantled brick/cc/rcc at a distance 10km from site including loading unloading complete in all respect. |
| 132 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 10 KM distance as directed by the Engineer-in- Charge. |
| 133 | Sand fillling in plinth including watering dressing etc. including all complete. |
| 134 | Providing and laying in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. |
| 135 | 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 1.10 times 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 M25 grade with minimum cement content of 330 kg/cum |
| 136 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 137 | Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500D or more. |
| 138 | Supply and installation on site - Recessed double seal of with a clear opening of 750*750 mm DI manhole cover and frame (material- ductile iron grade 500/7) of class D400 having minimum load capacity 400 KN Load as per EN124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by Engineer in chargedesign approved by Engineer in charge. (storm water) |
| 139 | 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. in the existing trench, complete as required.63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 140 | 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. |
| 141 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 142 | Repair of Domestic connection line of 160 mm dai PVC pipe leakage. Complete with excavation & backfilling |
| 143 | Repair of Domestic connection line of 400 & 450 mm dai PVC pipe leakage. Complete with excavation & backfilling |
| 144 | Providing and Supplying in standard lengths High Density Polyethylene (H.D.P.E) Pipes, confirming to IS 4984:1995 and IS 7328:1992 (amended upto date), including all local & central taxes, transportation and freight charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rain, etc. complete. These rates are excluding excise duty component. 110 mm nominal outer diameter (OD) HDPE pipe of material grade PE 100 / PN 10 |
| 145 | Lowering and laying of HDPE Pipe including testing but excluding the cost of jointing. |
| 146 | Providing butt fusion welding joints to HDPE Pipe as confirm to DVS 2207 part-II. |
| 147 | Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two \\"O\\" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing. SN8 DOUBLE WALL CORRUGATED HDPE PIPE SIZES OF 250 MM DIA |
| 148 | Supplying and installation of HDPE pipe 110mm dia suitable for road crossing PN6 PE 100 |
| 149 | Supplying and installation of HDPE pipe 160mm dia PN6 PE 100 |
| 150 | Providing and Supplying in standard lengths High Density Polyethylene (H.D.P.E) Pipes, confirming to IS 4984:1995 and IS 7328:1992 (amended upto date), including all local & central taxes, transportation and freight charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rain, etc. complete. These rates are excluding excise duty component. 160 mm nominal outer diameter (OD) HDPE pipe of material grade PE 100 / PN 10 |
| 151 | Lowering, laying and jointing HDPE pipe in proper position by butt fusion jointing procedure including hydraulic testing as per relevent IS Code complete with all materials for jointing procedures like butt fusion welding machine with hydraulic jack, top loading clamp etc pump and accessories for hydraulic testing and all labours as directed by engineer incharge as confirming to IS - 7634: (Part II):2012 (amended upto date). 160 mm nominal outer diameter (OD) HDPE pipe of material grade PE 100 / PN 10 |
| 152 | Providing butt fusion welding joints to HDPE Pipe as confirm to DVS 2207 part-II. |
| 153 | Brick work M-150 in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall 230mm thick to (1:4 cement & coarse sand). |
| 154 | 12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth. |
| 155 | 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 perdirection 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. |
| 156 | Supplying & Fixing of FRP RECESS COVER WITH FRAME (65mm ht) 600MM X 600MM B125 |
| 157 | Supplying & Fixing of FRP RECESS COVER WITH FRAME (65mm ht) 750MM X 750MM B125 |
| 158 | Shifting of Electrical Utilities/Lines |
| 159 | 33 KV Line Shifting |
| 160 | M+6 Tower 19.300 long WITH 6 arms |
| 161 | STP SP-70, 13 Mtr. |
| 162 | ACSR Panther conductor |
| 163 | 33 KV DISC porcelein(70kn) WITH FITTING for 10 sections to be made on M+6 Towers |
| 164 | 33 KV DISC fitting |
| 165 | 33 KV pin insulators with pin |
| 166 | 33KV \\"V\\" type Cross arm 100 x 50 x 6 mm, M.s Chaneel |
| 167 | Clamp for 33 KV \\"V\\" type Cross arm with bolts and nuts |
| 168 | E-bracket for 33 KV |
| 169 | Stone Pad (300x300x75 mm) |
| 170 | Number Plate with clamp and Nut & Bolt-[?] |
| 171 | Danger Board with clamp and Nut & Bolton |
| 172 | GI Barbed Wire |
| 173 | Aluminium Paint |
| 174 | Red Oxide Paint |
| 175 | Stay Set |
| 176 | Concreting of saty |
| 177 | Earthing Complete |
| 178 | Panther to Panther PG Clamp |
| 179 | DISMANTLING OF 33 KV LINE ON OLD STP POLE AND DEPOSITING MATERIAL TO ELECTRICITY STORE ASFABAD, FIROZABAD. |
| 180 | LABOUR & CARTAGE CHARGES on materials @ 15% |
| 181 | 11 KV Line and T/F Shifting |
| 182 | HDPE pipe PN6 160mm dia for U/G laying of 11kv XLPE cable |
| 183 | Clamp for fixing of cable and cable boxes (4x1) |
| 184 | Clamp for holding of HDPE pipe (4x1)x2Nos |
| 185 | Straight through 11kv 3x185 sq mm |
| 186 | 11kv XLPE cable 3x185 sq mm |
| 187 | 11 kv heat shrinkable cable boxes for 11kv cable XLPE 3x185 sq mm out door type for TF |
| 188 | Copper L-piece 50x225x10 mm (LS) |
| 189 | Copper L-piece 62x225x10 mm (LS) |
| 190 | 11 kv RMU (3way) |
| 191 | Cable route marker |
| 192 | Chemical earthing of TF (2Nos) and Tailess units (1No) |
| 193 | Fabrication of T/F structure at MS iron channel (10No high) |
| 194 | GI Pipe 6\\" dai for TF cables (minimum 6 mtre/TF) |
| 195 | Fencing for T/f & RMU |
| 196 | SHIFTING OF 11/0.4KV TRANSFORMERS |
| 197 | DISMANTLING OF 11 KV LINE DEPOSITING MATERIAL TO ELECTRICITY STORE ASFABAD, FIROZABAD. |
| 198 | LABOUR & CARTAGE CHARGES on materials @ 15% |
| 199 | LT LINES SHIFTING |
| 200 | LT XLPE AL. 1CX120 Sqmm. Cable from TF to A panel |
| 201 | LT XLPE cable AL. 3.5X150 sq (double ckt) |
| 202 | LT XLPE Csble AL. 3.5X240 sq.mm (double ckt) 111514 |
| 203 | H.D.P.E. Pipe PN-6, 200 mm. dia for U/G laying of L.,T. XLPE Cable |
| 204 | LT Distribution Boards (Type A-3) for 250 KVA DTS |
| 205 | LT Distribution Boards (Type A-5) for 100 KVA DTS |
| 206 | LT Distribution Boards (Type B-1) |
| 207 | LT Distribution Boards (Type B-2) |
| 208 | LT Distribution Boards (Type B-3) |
| 209 | LT Distribution Boards (Type C) |
| 210 | Aluminum LT Lugs 120 Sqmm |
| 211 | Aluminum LT Lugs 240 Sqmm |
| 212 | Aluminum LT Clamp 240 Sqmm |
| 213 | LT XLPE insulated cable of size 4X16 sq.mm.XLPE (For Street light) |
| 214 | MATERIAL 1100 V Grade, PVC sheathed steel strip armoured, aluminum conductor LT XLPE insulated cable for following sizes with termination material including glands & lugs: (Service cable) |
| 215 | MATERIALS Metering OF Consumers and DT's |
| 216 | DISMANTLING OF OLD LT LINES AND POLES AND DEPOSITING MATERIAL TO ELECTRICITY STORE ASFABAD, FIROZABAD. |
| 217 | LABOUR & CARTAGE CHARGES on materials @ 15% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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