Tender For Improvement Of Kardola Craft Village At Sambalpur
Tender Value
4.50 Crore
Estimated cost
Bid Submission
18 Sep 2026
4 days left
EMD
4.50 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sambalpur → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement Of Kardola Craft Village At Sambalpur
BOQ
| Sl. No. | Item Description |
| 1 | Façade |
| 2 | Dismantling brick or stone masonry in cement mortar under 3m height including stacking the useful materials for reuse and removing the debris within 50m lead including cost of all material, labour, conveyance, loading and un-loading, royalties, sundries, tools and plants, etc., complete as per the direction of the Engineering-in-charge/Consultant. |
| 3 | Dismantalling and removal of old RCC from beam, column, roof slab,self, chajja etc including stacking of servicable material and removal of debries to an unobjectionable area within 50 mtr lead etc. complete with cost, conveyance, loading and unloading, royalties of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge |
| 4 | Dismantalling and removal of old plain cement concrete from foundation, floor etc including stacking of servicable material and removal of debries to an unobjectionable area within 50 mtr lead etc. complete with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge |
| 5 | Dismantling and removing doors, windows and ventilators including removal of frame, hinges, fastening and stacking the same for reuse and removing the debris within 50m lead etc. complete with cost, conveyance, loading and unloading, royalties of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge |
| 6 | Dismantalling and removal of old cement flooring etc including stacking of servicable material and removal of debries to an unobjectionable area within 50 mtr lead etc. complete with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge |
| 7 | Dismantalling and removal of old AC/GCI sheet roofing etc including stacking of servicable material and removal of debries to an unobjectionable area within 50 mtr lead etc. complete with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge |
| 8 | Dismantling and removing old tiled flooring including removing the base coarse and stacking the useful materials for reuse and removing the debris within 50m lead etc. complete with cost, conveyance, loading and unloading, royalties of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge |
| 9 | Dismantling and removing old tiled cladding from walls including racking out joints 12mm deep and stacking the useful materials for reuse and removing the debris within 50m lead etc. complete with cost, conveyance, loading and unloading, royalties of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge |
| 10 | Dismantling steel sections, grill etc including stacking the useful materials for reuse and removing the debris within 50m lead including cost of all material, labour, conveyance, loading and un-loading, royalties, sundries, tools and plants, etc., complete as per the direction of the Engineering-in-charge/Consultant. |
| 11 | Removing old lime or cement plaster from walls in all floors including raking out joints 12mm deep and removing the debris within 50m lead etc. complete with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineering-in-charge/Consultant. |
| 12 | Dismantling grading concrete including stacking the useful materials for reuse and removing the debris within 50m lead including cost of all material, labour, conveyance, loading and un-loading, royalties, sundries, tools and plants, etc., complete as per the direction of the Engineering-in-charge/Consultant. |
| 13 | Dismantling and removing wooden sections including removal of frame, fastening and stacking the same for reuse and removing the debris within 50m lead etc. complete with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge |
| 14 | Providing scraping old paints with scrapers, sand papering and washing with soap water or soda including scaffolding, materials labour etc complete as per direction of Engineer-in-charge. |
| 15 | Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stony earth, earth mixed with boulders etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 16 | Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge. |
| 17 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 18 | Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 19 | R.C.C. work of M-25 for lintel having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. |
| 20 | R.C.C. work of M-25 for roof slab having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. |
| 21 | Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) |
| 22 | Brick work in foundation and plinth with flyash bricks in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. |
| 23 | Brick work in superstructure with flyash bricks in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. |
| 24 | Providing vitrified tile flooring using double charged vitrified tiles of premium grade having thick of 8mm to 10mm conforming to IS 13756 of 600mmx600mm coloured / printed series (homogeneous) of approved quality, colour in floors, treads on steps and landings in all floors at all height on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with epoxy grout with required quantities of pigments of approved marks to match the shades of the vitrified tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge. |
| 25 | Supplying, fitting and fixing of double charged vitrified tiles in skirting of premium grade having thickness of 8mm to 10mm conforming to IS 13756 of 600mmx600mm coloured / printed series (homogeneous) of approved quality, colour of approved quality and size in dadoes in all floors at all heights and riser of steps on 12mmm thick cement plaster (1:3) using screened and washed sharp sand for mortar with grouted Epoxy grout to match the shade of the tiles including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, curing-sundries and T&P, etc. required for the work complete as per specification and direction of Engineer-in-charge. |
| 26 | Providing tile flooring exterior grade vitrified tiles of premium grade 10mm thick conforming to IS 4457 of 300mmx300mm of approved quality, colour in floors, treads on steps and landings in all floors at all height on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with epoxy grout with required quantities of pigments of approved marks to match the shades of the vitrified tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge. |
| 27 | Providing and fixing in position well dressed, naturally seasoned sal wood rebated frames of size 125mmx63mm to doors including two coats of hot bitumen applied to rear of frame in contact with masonry or concrete surface fixed with MS hold fast of 35x5mm embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete with all materials, labours, T & P including cost, conveyance, loading, sundries required for the work etc. complete in all respect as directed by the Engineer-in-charge |
| 28 | Supplying fitting and fixing in position 32mm thick flush door with teak wood beading and 1mm thick sunmica to both side pasted with adhessive including fixing of fixtures like Godrej make Mortice lock having model no 9168, Godrej make Door closure having model no 8340, 100mm aluminium hinges, handle, tower bolt, stopper including cost of all materials, labour, all taxes, transportation, loading & unloading etc. complete as per specification and direction of Engineer -in-charge. |
| 29 | ALUMINIUM SLIDING SYSTEM WINDOW WITH MESH PANEL :- Providing and fixing Anodized System Aluminum Sliding glazed windows suitable for 1.6 KPA wind load with 50mm visible aluminium section width in the centre interlock. The system offered must be ride-in system with two/three glass panels moving inside the channel without any external overhung along with a provision for mesh panel on the third/fourth track. The extruded aluminium sections should be made from Grade 6063-T5 & Anodized with Tex guard coating. Corner connection will be Butt joint with using Nano gaskets for sealing. All other major Accessories should also be made by the same manufacturer. All Slider doors & windows will be centre locking with integrated Anti-lift in slider panel. Only EPDM gaskets should be used in all meeting points instead of Brush Pile. The outer frame Depth will be 72 mm +/- 3 mm The bottom frame must use a subframe and no direct grouting will be permitted on bottom frame directly. All glasses will be 5 mm clear toughened.The system should qualify Airtightness ASTM E283: 10.7m3/h.m2 at 75Pa of pressure, Water tightness ASTM E300: 240 Pa, Wind load resistance ASTM E330: 1600 Pa. 3 Track 2 Glass panel 1 Mesh Panel |
| 30 | Supplying, fitting and fixing of M.S window grills ( as per I.S. specification and as per approved drawings ) in proper position in all floors and at all height including making holes to brick walls/ R.C.C structure/wood work etc. and making good to the damaged walls/ structures with cement concrete (1:2:4) with black hard crusher broken granite stone chips of 12mm to 20mm size ( 20mm size not to exceeds 25% ) including watering and curing etc. complete in all respect as directed by the Engineer in charge. |
| 31 | Providing 12mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to inside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge. |
| 32 | Providing 12mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to outside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge. |
| 33 | Providing 6mm thick plaster in C.M. (1:4) over ceiling, chajja, loft, staircase, column, beams and walls after removing the false if necessary and close deep chipping including rounding of the corners, recess and roughening concrete surface where necessary, watering and curing, finished smooth over R.C.C. surface, including cost, conveyance, royalty, taxes of all materials, cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge. |
| 34 | Providing and painting two coats with plastic emulsion paint over a coat of primer of approved quality and approved shade in all floors at all height by making the surface to the interior plastered surface of wall smooth including cost, coveyance, loading and unloading and taxes of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by the Engineer in charge. |
| 35 | Painting to external surface of building with two coats of weather coat over a coat of primer of approved shade and quality of approved design, after cleaning by watering & removing the dirts etc. to the surface to be painted including watering, curing, cost, conveyance and taxes of all materials, cost of all labour, brushes, T&P etc. and necessary scaffolding work complete as directed by the Engineer-in-charge. |
| 36 | Providing and painting two coats with synthetic enamel paint over a coat of red oxide primer of approved quality and approved shade confirmming to ISI on steel work to give an even shade in all floors at all height including sand papering and making the surface smooth with cost, coveyance, loading and unloading, and taxes of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by Engineer-in-charge. |
| 37 | Providing 25mm thick grading concrete in C.C. (1:2:2) laid in proper slope over terrace roof slab by using two part of sand, one part of cement and two parts of 6mm size black hard crusher broken granite chips with addition of water proofing compound of approved quality to be mixed with specified ratio including watering, curing, cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. complete as required for the finished item of work as directed by the Engineer-in-charge. |
| 38 | Providing and applying 2 coats of 1mm thick elastomeric cementitious waterproofing coating Brushbond RFX of Fosroc Chemicals Tested to ASTM D4060, ASTM D4541, ASTM D638, ASTM C836. with Adhesion to concrete : >1N/mm2 for waterproofing structures like roof slabs, sunken slabs, chajjas, tunnels, water tank etc. after proper surface preparation and soaking the surface with water prior to application complete as specified and directed by the Department at all levels. |
| 39 | Providing and painting external walls with Fevicryle colour of required coats over weatherproof paint two coats with acrylic primer with required pigment to give the effect of traditional painting (sambalpuri pattern) including all materials,labours T&P and curing etc complete as per the drawing, design and direction of Engineer-in-charge. |
| 40 | Providing and injecting chemical emulsion for pre - constructional antitermite treatment as per IS specification and creating a chemical barrier in bottom and sides of foundation trenches, top-surface of plinth filing junction of walls and floors along with external perimeter of the building expansion joints surrounding the pipes and cables etc. complete using approved quality of chemical emulsion of requisite quantity prescribed by the manufacturer as directed by the Engineer-in-charge including cost of all materials and labour taxes etc. complete. (indemnity bond for warranty for 5 years to be furnished) |
| 41 | Supplying all labour, T&P for the Carriage of excavated earth by mechanical means of transport within 5.00 K.M. lead including hire and running charges of vehicles, labour charges for loading and unloading as required for the work etc. complete as per the direction of the Engineer-in-charge. |
| 42 | Internal Road |
| 43 | Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in following types of soil including moorum, hard stony earth, earth mixed with boulders, Laterite rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 44 | Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge. |
| 45 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 46 | Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 47 | Brick work in foundation and plinth with flyash bricks of size 25x12x8cm in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. |
| 48 | Providing 12mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to outside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge. |
| 49 | Painting to external surface of building with two coats of weather coat over a coat of water based primer of approved shade and quality of approved design, after cleaning by watering & removing the dirts etc. to the surface to be painted including watering, curing, cost, conveyance and taxes of all materials, cost of all labour, brushes, T&P etc. and necessary scaffolding work complete as directed by the Engineer-in-charge. |
| 50 | Rolling & compacting to sub grade or formation loosening by cutting earth for 15cm below the sub grade including watering and compacting in layers by PRR, cost & conveyance of required quantity of water, cost of all labour sundries, T & P etc. required for the work to complete in all respect as per specification and direction of Engineer-in-charge. |
| 51 | Construction of granular sub-base by providing Close graded Granular subbase Grading-IV material as per table 400-1, 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 of MoSRT&H Specifications for Road & Bridge works (5th Revision) etc complete as per direction of Engineer-in-charge. |
| 52 | 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 in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works |
| 53 | Supplying and fixing of 80mm thick cement concrete iterlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc complete in all respect conforming to IRC SP-63:2018 including all labour and materials etc complete as per direction of Engineer-in-chrge. |
| 54 | Supplying and fixing of Pre-cast kerb stone of size 600mm x 300mm x 150mm of M30 grade of approved make, design, colour and size made by Block making machine with proper compaction fixed in required pattern etc complete in all respect conforming to IS 5758:1984 including all labour and materials etc complete as per direction of Engineer-in-chrge. |
| 55 | Providing and painting two coats with synthetic enamel paint over a coat of cement primer of approved quality and approved shade confirmming to ISI on cement work to give an even shade in all floors at all height including sand papering and making the surface smooth with cost, coveyance, loading and unloading, and taxes of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by Engineer-in-charge. |
| 56 | R.C.C. work of M-25 for foundation having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. |
| 57 | R.C.C. work of M-25 for wall having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. |
| 58 | R.C.C. work of M-25 for slab having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. |
| 59 | Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) |
| 60 | Providing 12mm. thick cement plaster with cement mortar of mix (1:4) in all floors with Portland slag cement (PSC) and with screened and washed sharp sand for mortar with neat cement punning finished smooth to brick/RCC walls after racking out the joints including watering and curing complete with cost, conveyance, loading and unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P, scaffolding required for the work etc. complete in all respect as per the direction of Engineer-in-Charge. |
| 61 | Supplying all labour, T&P for the Carriage of excavated earth by mechanical means of transport within 5.00 K.M. lead including hire and running charges of vehicles, labour charges for loading and unloading as required for the work etc. complete as per the direction of the Engineer-in-charge. |
| 62 | Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. |
| 63 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 64 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge |
| 65 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001 |
| 66 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm |
| 67 | Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm |
| 68 | Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). |
| 69 | Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge. |
| 70 | Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge. |
| 71 | Plastic Waste bin Rectangular alongwith fabricated MS stand with one coat of primer and two coats of enamel paint for stand. MS stand should be grouted properly on the ground level. Capacity-60 350x350 mm Top Dia.250x250 mm Bottom Dia.850 mm Height pair Sintex, Nilkamal, Otto, Aristo |
| 72 | Plastic Waste bin without Wheel with Push type Top load along with fabricated MS stand with one coat of primer and two coats of enamel paint for stand. MS stand should be grouted properly on the ground level capacity 60 pair 350x350 mm Top Dia. 250x250 mm Bottom Dia. 850 mm Height Sintex, Nilkamal, Otto, Aristo |
| 73 | Supplying and fixing of Precast U-shape drain model no MT-25 of M35 grade and size 600x600x2000mm with cover slab size 500x732x145mm including cost of all materials, labours, carriage, loading, unloading, T&P required to complete the work in all respect excluding excavation and pcc bed for foundation etc complete as per drawing, design and direction of Engineer-in-charge. |
| 74 | Supplying and fixing of Precast U-shape drain model no MT-06 of M35 grade and size 600x600x2000mm with cover slab size 500x730x80mm including cost of all materials, labours, carriage, loading, unloading, T&P required to complete the work in all respect excluding excavation and pcc bed for foundation etc complete as per drawing, design and direction of Engineer-in-charge. |
| 75 | Pond Development |
| 76 | Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stony earth, earth mixed with boulders etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 77 | Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge. |
| 78 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 79 | Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 80 | Providing and lying plain cement concrete of proportion (1:2:4) in foundation and floors (i.e below the base course of tile flooring) using Portland slag cement (PSC) with 12 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge. |
| 81 | Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) |
| 82 | Brick work in foundation and plinth with flyash bricks in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. |
| 83 | Providing 12mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to outside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge. |
| 84 | Painting to external surface of building with two coats of weather coat over a coat of primer of approved shade and quality of approved design, after cleaning by watering & removing the dirts etc. to the surface to be painted including watering, curing, cost, conveyance and taxes of all materials, cost of all labour, brushes, T&P etc. and necessary scaffolding work complete as directed by the Engineer-in-charge. |
| 85 | Supplying all labour, T&P for the Carriage of excavated earth by mechanical means of transport within 5.00 K.M. lead including hire and running charges of vehicles, labour charges for loading and unloading as required for the work etc. complete as per the direction of the Engineer-in-charge. |
| 86 | Supplying and fixing of 60mm thick cement concrete iterlocking paver block of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc complete in all respect conforming to IRC SP-63:2018 including all labour and materials etc complete as per direction of Engineer-in-chrge. |
| 87 | 25 mm. average thick artificial stone flooring with cement punning laid to proper slope with cement concrete of proportion (1:2:4) using screened and washed sharp sand for mortar with black hard crusher broken granite stone chips of approved quality and from approved quarry, washed and cleaned laid in two layers i.e. the bottom layer being 19 mm . thick and top layer of 6mm. thick with 12mm. to 20. size black hard crusher broken stone chips (20mm size chips not to exceed 25%) including chipping and chiseling and cleaning the top surface of the floor slabs in upper floors, including rounding of corners, watering and curing with cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-charge |
| 88 | Landscaping & Hurticulture |
| 89 | Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge of land manure before and after flooding trench with water (excluding the cost of imported earth, sludge or manure). |
| 90 | Supplying and stacking of good earth at site (Earth measured in stacks will be reduced by 20% for payment) with all lead and lift. |
| 91 | Supplying and stacking sludge at site (sludge measured in stacks will be reduced by 8% for payment) with all lead and lift. |
| 92 | Supplying and stacking at site dump manure from dumping place nearest to site of work. (manure in stack will be reduced by 8% for payment) with all lead and lift. |
| 93 | Screened through sieve of I.S designation 20 mm. |
| 94 | Screened through sieve of I.S designation 16 mm. |
| 95 | Screened through sieve of I.S designation 4.75 mm. |
| 96 | Rough dressing the trenched ground including breaking clods. |
| 97 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of up rooted vegetation with all lead and lift. |
| 98 | Fine dressing the trenched ground. |
| 99 | Spreading of sludge, dump manure or land good earth in required thickness. (Cost of sludge, dump manure or/and good earth to be paid separately). |
| 100 | Mixing earth and sludge or manure in proportion specified or directed. |
| 101 | Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge |
| 102 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. |
| 103 | Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 60 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure (The manure/sludge shall be paid for separately). |
| 104 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) |
| 105 | Holes 60 cm dia, and 60 cm deep |
| 106 | Holes 45 cm dia, and 45 cm deep |
| 107 | Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. |
| 108 | Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge.Top inside dia 35 cm, outer bottom dia 25 cm, total height 35 cm with wall thickness of 25.4 mm |
| 109 | Filling of the following size empty pots with mixture of good earth & manure in the ratio of 2:1 (Two part of Good earth & one port of manure) and placing them on appropriate place i/c carriage of earth, manure and pots up to 50 mtr, as per direction of officer incharge. (The cost of good earth, earthen pots & manure will be paid separately.) Size of Empty Pots 35cm Top dia, 25cm Bottom Dia & 35cm Perpendicular height. |
| 110 | Anti termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge. |
| 111 | Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. |
| 112 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) |
| 113 | Trees Plant |
| 114 | Shrubs Plant |
| 115 | Hedge Plant |
| 116 | Providing and displaying of Aglaonema dove variety Plant, having ht. 30 cm to 45 cm with 8 to 10 leaves, well developed, fresh and healthy in 25 cm size of Earthen pot / Plastic pot & as per direction of the officer-in-charge. |
| 117 | Providing and displaying of Aglaonema Snow-White hybrid plant (three in one), having ht. 30 cm & above with 6 to 8 leaves, bright colour, well developed, fresh and healthy in 25 cm size of Earthen pot / Plastic pot . (Specimen Plant) & as per direction of the officer-in-charge. |
| 118 | Providing and displaying of Areca Palm plant, having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 20 cm size of Earthen pot / Plastic pot & as per direction of the officer-in-charge. |
| 119 | Providing, stacking and Displaying Croton Golden having ht. 45 cm to 60 cm with 2 to 3 branches, well developed, fresh and healthy foliage in 25 cm size of Earthen pot / Plastic pot and as per direction of the officer-in-charge. |
| 120 | Providing and displaying of Croton Baby Golden plant (three in one), having ht. 30cm, multi branches, well developed with fresh and healthy foliage in 25 cm size of Earthen pot / Plastic pot. as per direction of the officer-incharge. |
| 121 | Providing and displaying of Dracaena Song of India plant (three in one), having ht. 30 cm and above, multibranched, well developed with fresh and healthy leaves in 25 cm size of Earthen pot / Plastic pot & as per direction of the officer-in-charge. |
| 122 | Providing and displaying of Money Plant Broad Leaves mounted on moss stick 90 cm ht., 3 to 4 plants in each pot, well developed with full of fresh & healthy leaves in size of 25 cm Top dia x 18 cm Bottom dia x 25 cm Perpendicular height Earthen pot / Plastic pot . & as per direction of the officer-in-charge. |
| 123 | Providing and displaying of Phoenix palm plant, having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen pot / Plastic pot & as per direction of the officer-in-charge. |
| 124 | Providing and Displaying plants Cladium Hybrid variety 3 to 4 plants in a pot well developed with fresh & healthy foliage 30 to 45 cm ht. in different colour 25 cm Earthen Pot/Plastic Pot and as per direction of the officer incharge. |
| 125 | Providing and Displaying plants Cosmos well developed fresh & healthy 20 to 25 cm ht. attractive colours multi branching at blooming stage in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 126 | Providing and Displaying plants Creeper Rose variety 3 to 4 healthy branch 60 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge. |
| 127 | Providing and Displaying plants Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge. |
| 128 | Providing and Displaying Acalypha green plant well developed, fresh & healthy with good foliage, multi branch 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot bushy plant as per direction of the officer-in-charge. |
| 129 | Providing and Displaying Bamboo Buddha vally variety with umbrella shape plant having 120 to 135 ht. with fresh & healthy foliage well developed in 40 cm Cement pot multy branch, bushy plant as per direction of the officer-in-charge. |
| 130 | Providing and Displaying Fishtail palm plant well developed with fresh & healthy foliage leaves of ht 210 to 240cm Specimen plant in 35 cm Cement Pot as per direction of the officer-in-charge. |
| 131 | Providing and Displaying Foxtail palm plant well developed with fresh & healthy foliage of ht. 210 to 240 cm in big 40 cm Cement Pot as per direction of the officer-in-charge. |
| 132 | Supply and stacking of Acacia auriculiformis plant of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. |
| 133 | Supply and stacking of Adansonia digitata (kalp vricksh) plantof ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. |
| 134 | Supply and stacking of Azadirachta indica ( Neem ) plant of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 135 | Supply and stacking of Bottle palm plant of ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bags. |
| 136 | Supply and stacking of Casuarina equisetifolia plant of height 150-165 cm in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 137 | Supply and stacking of Ficus nuda plant of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. |
| 138 | Supply and stacking of Nauclea cadamba (Kadam) plant of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.v |
| 139 | Supply and stacking of plant Bauhinia acuminata height 60-75 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 140 | Supply and stacking of plant Ficus panda of height 60-90 cm, with 8-10 branches, and healthy foliage, bushy in big size HDPE bag as per direction of the officer-in-charge. |
| 141 | Supply and stacking of plant Hibiscus rosasinensis of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 142 | Supply and stacking of plant Nerium oleander (kaner) dwarf of height 30-40 cm. in earthen pot of size 20 cm as per direction of the officer-in-charge. |
| 143 | Supply and stacking of plant Thuja compacta of height 75-90 cm., conical shaped, well formed with healthy foliage in earthen pots of size 30 cm as per direction of the officer-in-charge. |
| 144 | Supply and stacking of Jasminum humile (Yellow) plant of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. |
| 145 | Providing and fixing overhead type sprinkler system with self closing valve type 25mm X 20mm with self closing spring made up of alluminium alloy and brass fittings including cost of all materials, labour, T & P etc complete as per direction of Engineer-in-charge. |
| 146 | Supplying all materials, labour, T&P and fixing 15mm dia CP Bib cock of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. Make: Jaquar/Grohe/Johnson/Roca |
| 147 | Supplying all materials, labours, T&P and fitting and fixing of the 20mm dia CPVC pipe confirming to IS 15778 certification mark with socket and screw joints in walls and floors including supplying of required number of fittings of approved make including cutting threads to pipes and pipes to length, including wastage,etc for fitting to the walls with supply of holder ats, clamps, fixing wooden plugs in walls, including testing of pipe line for water tightness complete as per IS specification including cost, conveyance and taxes of all materials all complete as per PH specification and direction of Engineer-in-charge. (Concealed) |
| 148 | Electrical Works |
| 149 | CABLING AND END TERMINATION MAIN AREA: Supplying of one number PVC insulated armoured and PVC sheathed XLPE property AL. conductor power cable of 1.1 KV grade Make- Finolex/Polycab/HAVELLS/RR KABLE/KEI/Gloster of following size cables as per direction of Engg.-in-Charge. 3.5core x 95sq mm |
| 150 | Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade size exceeding 25 SQ. MM but not exceeding 120 SQ. MM direct in ground in the trench in one horizental formation including excavation ,sand coushing protection covering and refilling the trench etc as required as per direction of Engg.-in -charge. |
| 151 | Supplying and making end termination with 3.5 core x95 sq mm brass compression gland and aluminium lugs for following mentioned size cable.as per direction of Engg.-in-Charge. |
| 152 | MAIN CONTROL PANEL(OFP) AT CENTER: S/I/T&Commissioning of LT OUTDOOR floor mounted cubical type electrical main panel (for both light and power circuit) made out by 2mm CRCA steel sheet duly derusted & painted by simens grey powder cote paint is designed as G.A drawing. (FOR ALL MAIN CONNECTED LOAD)as per direction of Engg.-in-Charge. Warrentee period of replacement of panel & accessories must be 1 year & compelete test certificate must be submitted along with panel board including component list. 3P+N Type 1+2 SPD 50 kA/pole with 600A HRC backup fuse shall be installed in the incomers. (Make of SPD-Legrand/Siemens/Schneider/ABB) shall be installed in the incomer. 20X10MM Separate Aluminium Earth bus bar should be installed.Provision of cable alley chamber is mandatory. All the feeders shall have ON/OFF/TRIP indication.In commer-1-01 number of 160A 4P Icu=100%Ics,25Ka MCCB with TM release ( Make-LEGRAND-DPX3 / Siemens-3VA Model/ Schneider- CVS/ABB FormulaIn commer-2- 01 number of 100A 4P Icu=100%Ics,25Ka MCCB with TMR based release ( Make-LEGRAND-DPX3 / Siemens-3VA Model/ Schneider- CVS/ABB FormulaChangeover- 01 no of 100A 4P onload changeover switch ( DG 01 NO)(Make-Legrand/Siemens/Schneider/ABB)Busbar-1&2 04 numbers of 200Amps Aluminium busbar with 1A/SQ.MM current carring capacity. busbar duly sleeved by color coated PVC sleeve & supported by suitable size DMC insulator. (for outgoing)Out going- 5 numbers of 100-63Amps 4P MCCB.Icu=100%Ics,16Ka TMR based release ( Make-LEGRAND-DPX3 / Siemens-3VA Model/ Schneider- CVS/ABB FormulaInstrument- (i) 06 numbers phase indicating lamp with toggle switch & HRC fuse.(ii) 02 set of digital type multifunction meter with CT for voltage,current,frequency,PF,THD indication(iii) All the MCCB outgoing feeders shall have digital ammeter with CT of suitable class 1 rating.(Make-Legrand/Siemens/Schneider/ABB)(iv) 3P+N Type 1+2 SPD 50 kA/pole with 600A HRC backup fuse shall be installed in the incomers. (Make of SPD-Legrand/Siemens/Schneider/ABB) |
| 153 | EARTHING: Supplying,installation,testing & commissioning Of Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required as per direction of Engg. in charge. |
| 154 | Supplying & laying of 6 swg GI WIRE at 0.5m below the ground as strip earth electrode including connection/termination with nut ,bolt ,spring washer etc as required(jointing shall be done by over laping and with 2 sets of brass nut ,bolt & spring washer spaced at 50mm . as required as per direction of Engg. in charge. |
| 155 | Supplying & laying of 25mm x 5 mm GI strip at 0.5m below the ground as strip earth electrode including connection/termination with nut ,bolt ,spring washer etc as required(jointing shall be done by over laping and with 2 sets of brass nut ,bolt & spring washer spaced at 50mm . as required as per direction of Engg. in charge. |
| 156 | LIGHT SYSTEM EXTERNAL: Supply, delivery, installation and testing of 5 meter long aesthetically designed Single Arm decorative lighting pole with cast aluminium base casting on thetop. Pole shall be made up of Mild Steel Body and coated with zinc rich primer & pure polyester powder coating of black with gold embellishment finish. Body size of the pole will be Ø88.9mm and having base Plate of size Ø230 x12mm thick with provision for founation bolt. Pole is Compatible for Ø70mm size for cable entry & exist. Junction Box service door is made up cast aluminium and the control gear tray only is prewired with 2.5sq mm cable, 6A SP MCB and 32A 4pole terminal connector for loop-in loo-out arrangement with all materials & labour as required as per the direction of Engineer-in- Charge. (Make: K -lite Drive way orna bishop KP-12017/homedec/jaquar/Philips |
| 157 | Supply, delivery, installation and testing of 50W LED,110lmens/watt Pendent Light made up of Spun Aluminium Body with clear acrylic diffuser and one cast aluminium crown ring on the middle & another one on the top. System Lumen Output should be minimum 120Lm/W, Type - IV optical distribution and protected with IP 65, Surge Protection : 6KV, THD : <10%. (Make: K -lite Imperial KL-24893/homedec/jaquar/Philips |
| 158 | Construction of RCC foundation by using M20 grade RCC and Fe 415 grade reinforcement in the foundation by considering the SBC as 10 T per sq mtr and fixing the 4 nos. fdn bolts in that foundation for installation of pole with street light on that foundation(Details Drawing of the foundation attached). The work shall be excuted as per the direction of EIC.The structural calculation, wind load calculation and civil foundation shall be duly approved by the competent authority from civil wing (SE/CCE/Competant authority)before execution of the work. |
| 159 | SITC of 3 meter long decorative lighting pole with 50W LED Post Top light with die-cast aluminium housing and coated with zinc rich primer & pure polyester powder coating of Jet Black Finish, UV Stabilized Clear Polycarbonate diffuser. CCT-3000K, 110lmens/watt,CRI-≥70, IP-65, IK-08, SDCM≤ 3, Lumen maintainance >60,000 burning hours as per L70 B10, Power Factor : >0.95, THD : <10%, Surge Protection : Inbuilt 6KV, Efficiency : >88%, Optical Distribution : Type II. The lighting manufactor must have own NABL Approved lab to justify the lumen efficacy, IP-65/66 protection and other parameters as required by the Engineer-in- Charge. Pole shall be made up of Mild Steel Body with decorative cast iron casting base on the bottom. Pole shall be coated with zinc rich primer & pure polyester powder coating of black & gold embellishment finish. Body size of the pole will be of minimum dia Ø88.9mm and having base Plate of size 200x 200 x12mm thick with provision for founation bolt. Pole is Compatible for Ø70mm size for cable entry & exist. Junction Box service door is made up cast aluminium and the control gear tray only is prewired with 2.5sq mm cable, 6A SP MCB and 32A 4pole terminal connector for loop-in loo-out arrangement with all materials & labour as required as per the direction of Engineer-in- Charge. (Make: K -lite Pole KP-12018-300 + KL-24518) /homedec/jaquar/Philips |
| 160 | Supply, Installation, testing & commissioning 9W LED Bollard light having Die cast aluminium body and coated with zinc rich primer & pure polyester powder coating of Black Finish, UV Stabilized Translucent Acrylic diffuser. CCT-3000K, CRI-≥70, IP-65, SDCM≤ 3, Lumen maintainance >60,000 burning hours as per L70 B10, Power Factor : >0.90, THD : <10%, Surge Protection : Inbuilt 4 KV, Efficiency : >85%, Optical Distribution :120degree. The lighting manufactor must have own NABL Approved lab to justify the lumen efficacy, IP-65 protection and other parameters as required by the Engineer-in- Charge. (Make: K -Lite Ritu Bollard KL-6951) / homedec/jaquar/Philips |
| 161 | FOCUS LIGHT: Supply, Installation, Testing and Commissioning of 18W LED Focus Light having CCT 3000K +/-355K as per ANSI , CRI>80, SDCM<3. The fixture housing must be Made of extruded Aluminium housingfor better thermal healing & Powder coated by Corrosion resistant Nano coating technology. Luminaire must have minimum Ingress protection of IP66. The fixture should be equiped with stabilized Injection moulded special PC diffused optics ensuring low glare. The luminaire must have Integral high efficiency electronic thermally isolated constant current IP66 driver with operating voltage range of 90-205V, power factor > 0.95, THD < 10%, with Inbuilt surge protection of : 3kV and upgraded with integrated External IP67 protected SPD of 10KA surge protection .Luminaire performance & Safety :IEC 60598, IS 10322-5, IS 161-03/05/06/07, Surge : IEC 61000-4-5, EMC : EN 55015. CE Certified, ROHS compliant, BIS Certification for Luminaires & Drivers. The lighting manufactor must have own NABL Approved lab to justify the lumen efficacy, IP-66 protection and other parameters as required by the Engineer-in- Charge. Make: K -lite Nebula KL-22782or, homedec/jaquar/Philips |
| 162 | Supply, Installation, Testing and Commissioning of 50W LED Focus Light having CCT 3000K +/-355K as per ANSI , CRI>80, SDCM<3. The fixture housing must be Made of extruded Aluminium housingfor better thermal healing & Powder coated by Corrosion resistant Nano coating technology. Luminaire must have minimum Ingress protection of IP66. The fixture should be equiped with stabilized Injection moulded special PC diffused optics ensuring low glare. The luminaire must have Integral high efficiency electronic thermally isolated constant current IP66 driver with operating voltage range of 90-205V, power factor > 0.95, THD < 10%, with Inbuilt surge protection of : 3kV and upgraded with integrated External IP67 protected SPD of 10KA surge protection .Luminaire performance & Safety :IEC 60598, IS 10322-5, IS 161-03/05/06/07, Surge : IEC 61000-4-5, EMC : EN 55015. CE Certified, ROHS compliant, BIS Certification for Luminaires & Drivers. The lighting manufactor must have own NABL Approved lab to justify the lumen efficacy, IP-66 protection and other parameters as required by the Engineer-in- Charge. (Make: K -lite Navi KL-24288 ,homedec/jaquar/Philips |
| 163 | CABLING: Supplying and laying of one number PVC insulated armoured and PVC sheathed XLPE AL. conductor power cable of 1.1 KV grade POLYCAB/FINOLEX/HAVELLS/KEI/RR Kabel/Gloster of following size cables as per direction of Engg.-in-Charge.Ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period for acceptance of materials. 4core x10sqmm |
| 164 | 4core x 16 sq mm (OFP TO IND. TIMER PANEL) |
| 165 | 4 core x 4 sq mm (for small power/LIGHT TO POLE) |
| 166 | Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade size not exceeding 25 SQ. MM direct in ground in the trench in one horizental formation including excavation ,sand coushing protection covering and refilling the trench etc as required as per direction of Engg.-in -charge. |
| 167 | Supplying and making end termination with brass compression gland and aluminium lugs for following mentioned size cable.as per direction of Engg.-in-Charge. Supplying and making end termination with 4 core x10 sq mm brass compression gland and aluminium lugs for following mentioned size cable.as per direction of Engg.-in-Charge. |
| 168 | Supplying and making end termination with 4 core x16 sq mm brass compression gland and aluminium lugs for following mentioned size cable.as per direction of Engg.-in-Charge. |
| 169 | Supplying,laying of 3cx2.5 sq.mm copper flexible cable with insulated cover of reputed make,ISI marked with all other concerned materials as per direction of Engg.-in-Charge. Ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period for acceptance of materials. Make-POLYCAB/FINOLEX/HAVELLS/KEI/RR Kabel/Gloster |
| 170 | Providing,fixing and laying of 50mm dia HDPE pipePN16 ISI marked in ground complete with fitting as per direction of Engg.-in-Charge. Ncessary test report & Warrnaty certificate to be submitted to the department for genuinity .make : sudhakar /eqv |
| 171 | Providing,fixing and laying of 40mm dia HDPE pipePN16 ISI marked in ground complete with fitting as per direction of Engg.-in-Charge. Ncessary test report & Warrnaty certificate to be submitted to the department for genuinity .make : sudhakar /eqv |
| 172 | STREET LIGHT: S/I/T&Commissioning of LT OUT DOOR double door cubical type IP66 based panel made out by 2mm CRCA steel sheet duly derusted & painted by simens gray powder coated paint is designed as G.A drawing. (FOR USE) with 63A FP MCCB, 16kA, adjustable thermal relaese, Ics=100%Icu 01 NO,1 no. Astronomical digital timer, AUTO MANUAL(with start and stop push button) SELECTOR 63 A 3P contactor, 100A Aluminium busbar, OLR,RYB,ON,OFF trip indication, 3P+N Type-II SPD 40ka alongwith 63A, 4P MCB,C series, 10kA for the incoming feeder,04 nos 16A 4P MCB,C,10KA as outgoing with 100A stud connector with Undervoltage and overvoltage voltage monitoring relay, Make of- MCB legrand dx3/ schneider acti9 A9N/ Siemens betaguard/ ABB ( SB 200), Make of- MCCB legrand dPx3/ schneider CVS/ Siemens 3VA/ ABB Formula, Make of SPD-ABB/siemens/Schneider/Legrand/OBO/Dehn as per direction of Engg.-in-Charge. Ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period 5 years of acceptance of materials.The panel should be mounted on hot dip GI C channel alongwith RCC foundation.The GA Drawing shall be approved by the SEEC(R&B), Odisha, Bhubaneswar before execution of the work. |
| 173 | MINIMAST LIGHTING: Supply,installation,testing and commissioning of Supply of 9meter long aesthetically designed QUADRA MAST light pole. Pole shall made up of Hot Dip Galvanized Body and coated with zinc rich primer & pure polyester powder coating and finished with jet black colour and 3 coat Marine grade. The pole shall be suitable for fitting of 4nos of 200W flood light with polycarbonate module lens. Dimension of light must be 607 x 200 x 230mm. Body size of the pole will □150mm from bottom and 100mm size from middle to top. The Pole shall have base Plate□300 x 16mm thick with provision for founation bolt fittings. Pole is Compatible for 70mm size for cable entry & exist. Junction Box service door is made up cast aluminium of size 325 X 90mm and the control gear tray only is prewired with 2.5sq mm cable, 6A SP MCB and 4pole studd connector for loop-in loo-out arrangement with all materials & labour as required as per the direction of Engineer-in- Charge.(Make: K -lite Pole /Jaquar/Philips/HomdecProvision of GI pipe earthing for High mast with 2.5 M long 40 mm dia GI Pipe including connection to High mast earth terminal with 25 x 3 mm GI flats with all materials and labour. (2nos per mast required) Approved colour after treatment along with provision of masonary pedestal duly finished with plaster and painting with GI pipe for cable entering as required.. (2nos per mast required) |
| 174 | Construction of RCC foundation by using M20 grade RCC and Fe 415 grade reinforcement in the foundation by considering the SBC as 10 T per sq mtr and fixing the 4 nos. fdn bolts in that foundation for installation of pole with Solar light on that foundation (Details Drawing of the foundation attached). The work shall be excuted as per the direction of EIC.The structural calculation, wind load calculation and civil foundation shall be duly approved by the competent authority from civil wing (SE/CCE/Competant authority) before execution of the work. |
| 175 | SITC of 200W Outdoor Flood LED lights with polycarbonate module lens provided with silicon gasket for efficient ingree protection with silicon potted driver, IP66, IK08 , bottom opening maintanance , LPW not less than 120.Input Voltage: 85-265V AC ,Body : pressure Die cast Aluminium housing designed to act as heat sink for proper heat dissipation, IP66, CRI greater than eual to 70, burning hours 50,000 hrs, pf greater than 0.95, THD less than 10% as per the Drawing for inspection as required Panasonic/LT/Havells /Philips/Wipro /Crompton/Bajaj as rerquired & as per direction of Engg.-in-Charge.The luminaire should be Replacement Warranty will be 2 years . |
| 176 | S/I/T&Commissioning of LT OUT DOOR double door cubical type IP66 based panel made out by 2mm CRCA steel sheet duly derusted & painted by simens gray powder coated paint is designed as G.A drawing. (FOR USE) with 63A FP MCCB, 16kA, adjustable thermal relaese, Ics=100%Icu 01 NO,1 no. Astronomical digital timer, AUTO MANUAL(with start and stop push button) SELECTOR 63 A 3P contactor, 100A Aluminium busbar, OLR,RYB,ON,OFF trip indication, 3P+N Type-II SPD 40ka alongwith 63A, 4P MCB,C series, 10kA for the incoming feeder,04 nos 16A 4P MCB,C,10KA as outgoing with 100A stud connector with Undervoltage and overvoltage voltage monitoring relay, Make of- MCB legrand dx3/ schneider acti9 A9N/ Siemens betaguard/ ABB ( SB 200), Make of- MCCB legrand dPx3/ schneider CVS/ Siemens 3VA/ ABB Formula, Make of SPD-ABB/siemens/Schneider/Legrand/OBO/Dehn as per direction of Engg.-in-Charge. Ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period 5 years of acceptance of materials.The panel should be mounted on hot dip GI C channel alongwith RCC foundation.The GA Drawing shall be approved by the SEEC(R&B), Odisha, Bhubaneswar before execution of the work. |
| 177 | SOLAR LIGHT: Supply of Elegant look 60 W AIO LED Solar Street lights having extruded alluminium housing, 180Wp or more (subjected to final panel backup calculation with dimming profile of 100% output for 2 hrs, 90% output for 1 hr, 60% output for 1 hr and 50% output for 8 hrs per day. The calculation is to approved by SE,Electrical Circle (R&B) before final procurement of the product.) Mono Crystalline Panel/Laminates fixed on the top of the luminaire housing, maintenance free 12.8 volts 96 Ah or more (subjected to final battery calculation with dimming profile of 100% output for 2 hrs, 90% output for 1 hr, 60% output for 1 hr and 50% output for 8 hrs per day. The calculation is to approved by SE,Electrical Circle (R&B) before final procurement of the product.) LiFePO4 battery(BIS certified) , BMS, MPPT charge controller, PIR sensor.The solar panel and battery should be designed to provide 2 days (24 hrs ) back up . The luminaire is having IP 65 protection for critical components, IK 08 and having lumen output of >=10000 lumens and having lumen efficacy not less than equal to 167 lm/w) as per LM 79 report third party/central/state govt accredited NABL lab to justify the lumen output & lumen efficacy . Lenses should be provided on the LED chip for better lighting dstribution to avoid glare on human eyes. Both the luminaire and Mono Crystalline Panel must be manufactured in India. The Solar lighting company must submit the third party central/state govt accredited NABL lab reports to justify the lumen efficacy,luminaire output, IK 08 and IP 65 protection.The Luminaire should be supplied along with adjustable type mounting bracket which can be fitted directly on the pole.The Solar lighting manufacturer must submit the declaration letter by mentioning that complete solar light and the solar panel are manufactured in India and warranty certificate on their company's letterhead by mentioning warranty period as 5 years and necessary aftersales Service will be provided through their tollfree base service network located within 100 KM from the project site. The Solar Street light manufacturer should have own NABL accredieted laborotory. The following test reports must be submitted and approved from SE,Electrical Circle (R&B) for the technical acceptance of the products.1.LM 79 REPORT and LM 80 Report ( from third party/central/state govt accredited NABL lab of AIO solar light) , 2. IK 08 ( from third party/central/state govt accredited NABL lab of AIO solar light ) , 3. IP 65 (Report of third party/central/state govt accredited NABL lab of AIO solar light 4. EN50530 – MPPT Efficiency , 5. IEC61547 , 6. IEC61000-3-2 – EMC , 7. IEC 60598-2-3 ,8. IEC 62109-1, ( The necessary test reports of third party/central/state govt accredited NABL lab from sl no. 4 to sl no.8 must be submitted for any wattage of AIO solar light )Make-(Philips/Panasonic/Wipro/Crompton/Bajaj/Havells/LT or equivalent). NB: The cost includes 5 years CMC including repair/ Maintenance/ replacement of the product in case of any defect. The battery and panel figures are indicative only. Final procurement shall be done after approval of panel and battery backup calculation from Superintending Engineer, Electrical Circle (R&B) Odisha, Bhubaneswar. |
| 178 | Supply of 8 mtr long hot dip galvanized Octagonal pole having base dia of 155 mm and top dia of 70 mm and plate thick ness of 4 mm or more. complete with base plate and 4 nos. Jtype En 8 grade foundation bolts to withstand 180 KM / HR or more wind speed considering the weight & dimension of 1 nos 60 W AIO Solar light to be fitted in the pole.The bidder shall also furnish wind load test report of the solar fixture and wind load test of the pole considering the weight and dimension of 1 nos 60 W AIO Solar light to be fitted in the pole to sustain wind speed of 180km/hr or more from third party /central/state govt accredited NABL lab after award of the work.The reports are to be duly approved by the competant authority from civil wing (concerned SE/CCE/Competant authority) before execution of the work.The structural design of the pole foundation shall be approved by concerned civil wing(SE/CCE/Competant authority) before execution of the work.(Make - Bajaj/RR ispat//Valmont/Vakrangee/Utkarsh/Equivalent) |
| 179 | Construction of RCC foundation by using M20 grade RCC and Fe 415 grade reinforcement in the foundation by considering the SBC as 10 T per sq mtr and fixing the 4 nos. fdn bolts in that foundation for installation of pole with Solar light on that foundation (Details Drawing of the foundation attached). The work shall be excuted as per the direction of EIC.The structural calculation, wind load calculation and civil foundation shall be duly approved by the competent authority from civil wing (SE/CCE/Competant authority) before execution of the work. |
| 180 | Installation of 60W AIO LED solar street light on 8 mtr octagonal pole. |
| 181 | GROUND RECESSED: SITC of 18w, In Ground, 3000K, 4000K, 5700K,, CRI> 80, MacAdam Step 3, Wall Mounted luminaire. IP rating IP67, Die-Cast aluminium alloy housing (grade ADC12 with test certificate). 316 grade stainless steel front ring. Silicone seal gasket. SS fasteners. Mechanical resistance IK09. Dimension: 173mm dia x 220mm, Beam Angle 40degree (Tilatble 20degree) Pure polyester powder coated process : Acid treatment & pure polyester powder coating. ABS plastic installation housing for preparing the recess opening in ground. The luminaire are fixed in recess installation housing by stainless steel screws. Clear toughened glass diffuser with controlled upward light emission. Lamp fixed position, This luminaire contains built-in LED modules. LED modules are engineered accordingly to the existing regulations of Lumen Maintenance (LM80) and Technical Memorandum (TM21), Lifespan of the luminaire > 60,000 hours at 40°C. Operating ambient temperature range is from -15°C to +50°C. Electronic Driver: On/Off, Driver efficiency >85%, power factor >0.9, THD <10%, Surge protection 2.5KV. CE and BIS Ceritified, (Make: K -lite/Philips/Panasonic/Wipro/Crompton/Bajaj/Havells/LT/Jaquar/Reytek). |
| 182 | WALL WASHER: Supply, Installation, Testing and Commissioning of 20W, 1000mm length LED Wall Washer light having 6063 Aluminium Alloy and coated with zinc rich primer & pure polyester powder coating of Jet Black Finish, UV Stabilized toughened glass diffuser and with 3 coat Marine grade. CCT-3000K, CRI-≥70, IP-67, IK-07, SDCM≤ 3, Lumen maintainance >60,000 burning hours as per L70 B10, Power Factor : >0.95, THD : <10%, Surge Protection : Inbuilt 2.5KV, Efficiency : >85%. Luminaries shall be provided with required IP67 driver and Power connector. The lighting manufactor must have own NABL Approved lab to justify the lumen efficacy, IP-66 protection and other parameters as required by the Engineer-in- Charge. (Make: K -lite Wall Washer KL-23265/Philips/Panasonic/Wipro/Crompton/Bajaj/Havells/LT). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysSep 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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