Tender For Construction And Upgradation Of Seelor Road To Old Bypass Chittor Circle, Meera Gate To Jait Sagar Nalla Dalelpura Road, Meera Gate To Bahadur Circle & Daru Godawn Puliya To Bibanwa Road Stp Plant.
Tender Value
16.05 Crore
Estimated cost
Bid Submission
02 Sep 2026
18 days left
EMD
32.10 Lakhs
Bank guarantee accepted
Document Fee
7500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bundi → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction And Upgradation Of Seelor Road To Old Bypass Chittor Circle, Meera Gate To Jait Sagar Nalla Dalelpura Road, Meera Gate To Bahadur Circle & Daru Godawn Puliya To Bibanwa Road Stp Plant.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of cement concrete pavement for sewer line and manholes by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. |
| 2 | Road from Seelor Road to old bypass Chittor Circle for Median |
| 3 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. |
| 4 | In all type of soil |
| 5 | Road from Seelor Road to old bypass Chittor Circle For Road workwidningFOR INTERLOCKINGFOR Surface DrainRoad from Meera gate to Jait Sagar Nallah Dalelpura RoadFOR INTERLOCKINGZone-1 FOR Surface DrainZone-1 Road from Meera gate to Bahadur CircleFOR INTERLOCKINGZone-1 Zone-2Zone-3Daru Godown Puliya to Bibanwa road STP plantroad Wideninginterlocking |
| 6 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. |
| 7 | Cement Concrete Grade M-15 and above and PCC blocks |
| 8 | Road from Meera gate to Jait Sagar Nallah Dalelpura RoadZone-1 Existing RoadRoad from Meera gate to Bahadur CircleExisting RoadDaru Godown Puliya to Bibanwa road STP plantZone-1 Existing RoadFOR SIDE ENCROACHMENT |
| 9 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. |
| 10 | In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. |
| 11 | Road from Seelor Road to old bypass Chittor Circle Depth upto 1.5 mFor Drain WorkRoad from Meera gate to Jait Sagar Nallah Dalelpura RoadDepth upto 1.5 mFor Drain WorkZone-1 Road from Meera gate to Bahadur CircleDepth upto 1.5 mFor Drain WorkZone-1 Zone-2Zone-3Daru Godown Puliya to Bibanwa road STP plantDrain |
| 12 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: |
| 13 | Stone, boulders, gravelly material- upto 5Km |
| 14 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: |
| 15 | Earth upto 5Km |
| 16 | Compacting original ground |
| 17 | Loosening and recompacting original ground below embankment including Loosening levelling and recompacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling by vibratory roller 8-10 tonne so as to achieve minimum dry density as given in table 300-2 for embankment construction as per MoRT&H specification clause 305.3.4. |
| 18 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Jait Sagar Nallah Dalelpura RoadZone-1 FOR INTERLOCKING |
| 19 | Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 20 | Grading - III Material Road from Seelor Road to old bypass Chittor Circle Under RoadUnder InterlockingRoad from Meera gate to Jait Sagar Nallah Dalelpura RoadUnder InterlockingZone-1 Road from Meera gate to Bahadur CircleUnder InterlockingZone-1 Zone-2Zone-3 |
| 21 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing complete as per clause 2100 of MoRT&H specification including all scaffolding, material, labour, machinery |
| 22 | Road from Seelor Road to old bypass Chittor Circle For DrainRoad from Meera gate to Jait Sagar Nallah Dalelpura RoadFor DrainZone-1 For DrainZone-1Zone-2Zone-3Daru Godown Puliya to Bibanwa road STP plantFor drain baseZone-1 |
| 23 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid manually, compacting with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 24 | Road from Seelor Road to old bypass Chittor Circle under road CCFor InterlockingFOR Surface Drain Road from Meera gate to Jait Sagar Nallah Dalelpura Roadunder road CCZone-1 For InterlockingZone-1 FOR Surface Drain Zone-1 Road from Meera gate to Bahadur Circleunder road CCFor InterlockingZone-1 Zone-2Zone-3Daru Godown Puliya to Bibanwa road STP plantunder road CCZone-1 interlocking |
| 25 | Providing and laying rolled cement concrete mix of M-10 base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve the designed flexural strength, finishing and curing complete as per clause 603, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 26 | Road from Seelor Road to old bypass Chittor Circle |
| 27 | FOR Surface Drain Road from Meera gate to Jait Sagar Nallah Dalelpura RoadFOR Surface Drain Zone-1 |
| 28 | Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 29 | PCC M-30Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Jait Sagar Nallah Dalelpura RoadRoad from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 30 | Providing and laying marking of center line and stop line etc with hot thermoplastic compound 2.5 mm thick on road/ plain surface, including reflectorising glass beads @ 250 gms per sqm area with special applicator machine, as per IRC:35 including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control involved. The finished surface to be level, uniform and free from streaks and holes as per clause 803 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 31 | Road from Seelor Road to old bypass Chittor Circle edge linecenter linezebra crossingStop lineRoad from Meera gate to Jait Sagar Nallah Dalelpura RoadZone-1 edge linecenter linezebra crossingStop lineRoad from Meera gate to Bahadur CircleZone-1 edge linecenter linezebra crossingStop lineZone-2edge linecenter linezebra crossingStop lineZone-3edge linecenter linezebra crossingStop lineDaru Godown Puliya to Bibanwa road STP plantZone-1 edge linecenter linezebra crossingStop line |
| 32 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges : |
| 33 | Sand or other approved stone 25mm thick. |
| 34 | Road from Seelor Road to old bypass Chittor Circle DRAIN COVERINGRoad from Meera gate to Jait Sagar Nallah Dalelpura RoadDRAIN COVERINGZone-1 Road from Meera gate to Bahadur CircleDRAIN COVERINGZone-1 Zone-2Zone-3Daru Godown Puliya to Bibanwa road STP plantdrain cover |
| 35 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : |
| 36 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 37 | Road from Seelor Road to old bypass Chittor Circle For DrainRAFTWALLSlabRoad from Meera gate to Jait Sagar Nallah Dalelpura RoadFor DrainZone-1 RAFTWALLSlabRoad from Meera gate to Bahadur CircleFor DrainZone-1 RAFTWALLSlabZone-2RAFTWALLSlabZone-3RAFTWALLSlabDaru Godown Puliya to Bibanwa road STP plantDrain wallsBed |
| 38 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. |
| 39 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Jait Sagar Nallah Dalelpura RoadRoad from Meera gate to Bahadur Circle |
| 40 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete |
| 41 | Daru Godown Puliya to Bibanwa road STP plantThermo-Mechanically Treated bars. |
| 42 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : |
| 43 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 44 | Road from Seelor Road to old bypass Chittor Circle Fro Drainfor Raftfor Both WallRoad from Meera gate to Jait Sagar Nallah Dalelpura RoadFro DrainZone-1for Raftfor Both WallRoad from Meera gate to Bahadur CircleFro DrainZone-1for Raftfor Both WallZone-2for Raftfor Both WallZone-3for Raftfor Both WallDaru Godown Puliya to Bibanwa road STP plantfor drain |
| 45 | Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 46 | Road from Seelor Road to old bypass Chittor Circle In Medianalong PATHWAY SIDERoad from Meera gate to Jait Sagar Nallah Dalelpura Road along PATHWAY SIDE Zone-1 Road from Meera gate to Bahadur Circlealong PATHWAY SIDE Zone-1 Zone-2Zone-3Daru Godown Puliya to Bibanwa road STP plant |
| 47 | Providing and fixing on wall face Unplasticised Rigid PVC Single socketed pipes rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 48 | 110 mm diameter for Drain |
| 49 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Jait Sagar Nallah Dalelpura RoadZone-1 Road from Meera gate to Bahadur CircleZone-1 Zone-2Zone-3 |
| 50 | Providing & fixing Brown Kota/ Mandana / Dholpur/ slate stone in cladding / Flooring Structural base with white cement & Tinex chemical & SS Clamp and Fasteners (of approved brand) laid and jointed with white cement slurry mixed with pigment to match the shade of the slab as per drawing attached complete in all respect as per direction of Engineer- In- Charge & Architect with all lead & lift. The Stone measurement will be done of outer most dimension. Thickness of stone 25-30mm. |
| 51 | Road from Seelor Road to old bypass Chittor Circle flooring over drain slabRoad from Meera gate to Jait Sagar Nallah Dalelpura Roadflooring over drain slabZone-1 Road from Meera gate to Bahadur Circleflooring over drain slabZone-1 Zone-2Zone-3 |
| 52 | Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) |
| 53 | M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc |
| 54 | Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 |
| 55 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Jait Sagar Nallah Dalelpura RoadZone-1 Road from Meera gate to Bahadur CircleZone-1 Zone-2Zone-3 |
| 56 | Add extra over rates of item No. 11.38, A to C if colored paver blocks are used |
| 57 | 20% OF RATE=1060X20%=212.00/- |
| 58 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 3 metre long and size 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including all material, labour. |
| 59 | 90 cm equilateral triangle |
| 60 | 60 cm equilateral triangle |
| 61 | 60 cm circular |
| 62 | 80 mm x 60 mm rectangular |
| 63 | 60 cm x 45 cm rectangular |
| 64 | 60 cm x 60 cm square |
| 65 | Providing and fixing CAT’s eye made of aluminium alloy size 75x100x22mm having 21 biconvex lenses embedded in circular disk of AS plastic on each side on road surface complete including all material, labour, diversion. |
| 66 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Jait Sagar Nallah Dalelpura RoadRoad from Meera gate to Bahadur CircleZone-1Zone-2Zone-3Daru Godown Puliya to Bibanwa road STP plant |
| 67 | Raising precast circular manhole cover and frame by taking out existing precast frame and cover, providing and fixing precast SFRC circular spacer of required height, re-fixing existing manhole cover frame and cover with cement sand mortar (1:3), including making good the damage, complete as directed by Engineer. |
| 68 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Jait Sagar Nallah Dalelpura RoadRoad from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 69 | Supplying & fixing 560mm opening dia SFRC manhole cover as per IS : 12592-2002 in existing manholes frame complete in all respect as directed by the Engineer. |
| 70 | HD-20Road from Seelor Road to old bypass Chittor Circle |
| 71 | Providing and fixing “L” type bollard 135cm height made out of 1.25mm thick M.S. sheet welded in conical section having upper dia 15cm and lower dia 20cm with another attachment of 150x150x7mm thick plate and hold fast at bottom, whole body is painted in white stove enamel and red reflective 3 band, each of 7.5cm and one reflective sheet of 15cm dia provided to it complete in all respect including all material, labour, diversion. |
| 72 | Road from Seelor Road to old bypass Chittor Circle |
| 73 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 74 | Two or more coats on new work |
| 75 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Jait Sagar Nallah Dalelpura RoadZone-1Road from Meera gate to Bahadur CircleZone-1Zone-2Zone-3Daru Godown Puliya to Bibanwa road STP plant |
| 76 | Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year. (Plant height above 3m) |
| 77 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Jait Sagar Nallah Dalelpura RoadDaru Godown Puliya to Bibanwa road STP plant |
| 78 | Providing and fixing of RCC pre cast tree guard consisting of four panels of size 1800mm (Height) X 600mm (Width) X 35mm (thickness); Size of opening: 100mm X 100mm. All the panels shall be manufactured with monolithic legs of size 50 x 35 mm; the legs of the panels shall be 0.5 m below ground level. All the four Panels shall have a space for display of Name etc. preferably at middle level. RCC panels to be manufactured with M-30 grade of concrete using vibro-compaction process using jointless FRP moulds so as to achieve shuttering finish. RCC panels are to be suitably reinforced to promote long use and to prevent damage during handling, transportation & erection as per drawing & specifications. |
| 79 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Jait Sagar Nallah Dalelpura RoadDaru Godown Puliya to Bibanwa road STP plant |
| 80 | Maintenace of Plants by the contractor including of pits/bids watering preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security if the plant die during maintenance contractor has to replace same height plant at his own cost. |
| 81 | FOR 4 YEARS |
| 82 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Jait Sagar Nallah Dalelpura RoadDaru Godown Puliya to Bibanwa road STP plant |
| 83 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in-charge. External work |
| 84 | 15 mm nominal outer dia .Pipes. |
| 85 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 86 | Raising circular inspection chamber with circular cover 450mm dia and frame slab to required level including dismantling existing slab, taking out the existing CI frame & cover of inspection chamber and raising it upto ground/ road level, refixing of frame and cover in M15 (1:2:4) concrete all around the frame, including making good the damage, form work, curing, complete as directed by Engineer. (Brick/ concrete work of raising depth of manhole to be paid separately) |
| 87 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 88 | Constructing providing and fixing of pre-cast RCC M-40 grade circular Road Side Inspection Chamber including earthwork with following dia and depth cylindrical piece with 100mm wall thickness, inbuilt 100mm thick base slab, inbuilt cover & frame on top, provision for 110mm OD in and out sewer connection with making proper inbuilt benching and channel with PCC M-15 grade including providing cast-in-situ 100mm thick base foundation of PCC M-10 grade, supplying and fixing circular precast SFRC Circular 300 / 450 mm dia manhole cover with frame MD-10 (as per IS-12592 amended upto date), including steel reinforcement minimum @ 80kg/cum, testing for water tightness complete in all respect as per drawing, specification and the direction of the Engineer |
| 89 | Pre-cast Road side inspection chamber of 300mm dia (internal), 450mm depth and 600mm dia base foundation |
| 90 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 91 | Providing at site, lowering & laying in trenches, aligning & jointing of U-PVC pipe as per IS 13592 (amended up to date) and as per specifications with rubber rings with socket and spigot joint, (EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost and conveyance of water to site for testing) and commissioning etc complete as directed by Engineer for house sewer connection work. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. |
| 92 | 110 mm Nominal Dia |
| 93 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 94 | Reinforced Ferro-Cement drain covers designed for 'AA' class loading of size 1000 x 800 mm |
| 95 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 96 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 97 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 98 | Providing and fixing Bidasar Sandstone benches complete as per drawing with all carving stone work as per direction of engineer-In- Charge. Size of benches (1.8x0.6x0.45)M, minimum 50mm thick as per approved design & drawing |
| 99 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Jait Sagar Nallah Dalelpura RoadRoad from Meera gate to Jait Sagar Nallah Dalelpura Road |
| 100 | Providing and laying treatment of wear & tear concrete surface with pre-mixed, ready to use, geo polymer based mortar & confirming to ASTM C: 1600 upto 10mm thickness with following property- Curing free, compressive strength of 15 MPa within 2 hours, Quick setting, and Bond strength of 4 MPa within 24 Hours and repaired surface should be ready to use within 3 hours. (This item is to be used in only emergency situation after decided by Engineer in-charge) |
| 101 | Road from Seelor Road to old bypass Chittor Circle |
| 102 | Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . Poles with Octagonal Cross Section 9 Mtr. |
| 103 | Road from Seelor Road to old bypass Chittor Circle Zone-1 Road from Meera gate to Bahadur CircleZone-1 Daru Godown Puliya to Bibanwa road STP plantZone-1 |
| 104 | Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 105 | Single arm overhang |
| 106 | Road from Seelor Road to old bypass Chittor Circle Zone-1 Road from Meera gate to Bahadur CircleZone-1 Daru Godown Puliya to Bibanwa road STP plantZone-1 |
| 107 | Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 108 | LED Street Light fixture with Minimum lumen output 15000 lm |
| 109 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 110 | SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as specifications and Other parameters required as per point (a) ,(b), (c),(d), (e), (f), (g), (h) as below:-(a)Thickness of CRCA sheet shall be 2.0 mm, cable alley compartments having concealed hinged type doors with key type lock with / without detachable extension type structure. Removable 3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided(b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, derusting, pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel. The panel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire.[c) Interconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar (>63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5 Sq.mm and CT with 2.5 sq.mm flexible copper wire only. All joints / interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. ( Cost of Bus bar / Flexible wire for Interconnection between Main busbar and Switchgear is to be Paid Extra )(d)Wiring between components within switchgear and Incoming / outgoing cable shall be done through the terminal block only. Direct connection shall not be permitted. Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads, studs with two nuts and identification strips and shall have adequate continuous current rating. For tap-offs, adjacent terminals with shorting strips shall be used. 10% Spare terminal blocks shall be provided. Wire identification on marking strip shall correspond to the designation of the wiring diagrams. All wire terminals on the equipment shall also be marked with designation corresponding to those of the wiring diagram.(e)All wiring shall be enclosed in plastic channels and neatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or teeconnections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging.(f)Floor mounted panel shall be mounted on Base frame of ISMC channel size 100 x 50 x 5 mm ( to be paid Extra )(g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute) shall be measured between phases, between phase and neutral and between phase and earth. both before and after high voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out.(h) only outer surface area on all sides shall be measured & panel to be fabricated only from CPRI approved fabricator only (CPRI Test certificates to be submitted)All as per pre approved by Engineer in-charge. For additional technical parameters of products/ |
| 111 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 112 | Supplying and fixing of Aluminium (IEC 60105 ISO 209-1,2) / Copper (IEC 60028) bus bar by means of SMC / DMC type insulator with standard short circuit withstand capacity , high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . Electrolytic grade Aluminium busbar 6010 grade |
| 113 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 114 | Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR. Single pole MCB (With B/C curve tripping Characteristics) |
| 115 | 6 A to 32 A rating |
| 116 | Four pole MCB (With B/C curve tripping Characteristics) |
| 117 | 50/63 A rating |
| 118 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P- I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR |
| 119 | 6.0 Sq. mm x 4 core |
| 120 | 10.0 Sq. mm 4 core |
| 121 | 35.0 Sq. mm x 3.5 core |
| 122 | P / L of Double wall corrugated HDPE pipe confirming to IS : 16205 P-24, Stiffness Class 750 N, Externally corrugated and having smooth surface inside with HDPE Coupler, Elbow, Tee at required Depth below the ground for laying cable of following Nominal Outer dia. MFR Test report from NABL accrediated is to be submitted.(Excavation of Earth & Back filling with compaction is to be Paid Extra)All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 123 | 63 mm |
| 124 | 75 mm |
| 125 | 90 mm |
| 126 | Supply & Laying following size' B ' class , G.I. Pipe confirming to IS :1239 P - 1 ( 2004 ) with accessories like bend, socket etc. for layingearth conductor/ strip / cable in ground/ surface/ recess as required.All as per pre approved by Engineer in-charge. (Earth Excavationwill be Paid Extra)All as per pre approved by Engineer in-charge.For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 127 | 40 mm dia |
| 128 | 80 mm dia |
| 129 | 100 mm dia. |
| 130 | 150 mm dia. |
| 131 | labour charges for Excavating trenches of required width for pipes dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50Mtr.: All kind of Soils |
| 132 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 133 | Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4 with Following Procedure & All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . A) Excavation of Pit for Foundation Size upto required depth from Ground levelB) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete.C) Providing and laying in position cement concrete of M-10 grade of 75 mm thicknessD) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete.E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and PedestalF) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations.G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days.H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face. Pole Foundation for Octagonal pole from 7 Mtr. To 9 Mtr. |
| 134 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 135 | Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. ' B ' class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in-charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 136 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 137 | Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection with GI/Cu purity purity >95% thimble etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 8 SWG G.I. ( Hot Dipped ) Wire |
| 138 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 139 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-Arrmoured Aluminium cable confirming to IS:1554 P-I / IS:7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR |
| 140 | 4.0 sq.mm 2 core |
| 141 | Labour charges for Dismantling of following existing street light electric poles with street light fixtures, underground cable, MS box and other electric items of the pole coming along the alignment of the road and removal and re- rolling MS poles/PCC poles of different sizes as well as handing over the same to DISCOM/UIT/MC store and as per the direction of Engineer Incharge and clean the site good as per the requirement and submit the receipt from concering authority, all complete works. |
| 142 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 143 | Supplying and making end termination with heavy aluminium lugs (Pin / ring type ) confirming to IS 8309 -1993 & IS 8337-1976 dulycrimped with crimping tool, PVC tape etc of following size.All as perpre approved by Engineer in-charge. For additional technicalparameters of products/ work , refer Annexure \\"A\\" attached withthis BSR |
| 144 | 6.0 Sq.mm |
| 145 | 16.0 Sq.mm |
| 146 | 35.0 Sq.mm |
| 147 | P & F in position frame made out of M.S. angle (riveted or welded)finished with two coats of red oxide and two coats enamel paintincluding cutting, welding, holes etc.of following sizes asrequired.For additional technical parameters of product / work referAnnexure 'A' attached with this BSR |
| 148 | 40mm x 40mm x 5mm |
| 149 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 150 | P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nut and bolts as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR |
| 151 | 6.4 mm thick |
| 152 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 153 | SITC of three phase centralized control & monitoring system - CCMS (3-Ø) with communication system at each switch point through wed enabled software, generation of necessary alerts at the time of faults/abnormal conditions in the batch on prorata basis. System shall be remotely monitored on mobile/desktop including charges of SIM with recurring charges and operation & maintenance of system for two years. System shall compatible for remote on/off of lights, schedule of timing of lights. Capture the energy usage and other perameters at pre-determined interval and store data for 30 days. Ability to download data in field. Ability to connect with a communication device. System protection against surges. Ability to upgrade tirmwase on field using a communication device. Enclosure fire retardant enclosures FRS/SMC material and with impact resistance of IK10 & IP 65 with standard lock. Communicate securaly with cellular networks or RF. Two-way communicate, Ability to send data regarding energy usage. ON/OFF status etc. Ability to give commands from a central level for switching ON/OFF scheduling etc. web based/mobile based software package with detailed information dashboard. Ability to show the status of each controller on the dashboard, Inter-operblitiy of all support services releted to CCMS, Reports in form of matrix as well as graphical representation, Incorporate logics to determine fault detection at switching point level and power thefts and execute a user defined standard operating procedure to aid in issue remediation. Server uptime should be minimum 99.99% with disaster backup and sufficient storage capacity and processing power of ensure stable operation of CCMS. |
| 154 | Road from Seelor Road to old bypass Chittor Circle Road from Meera gate to Bahadur CircleDaru Godown Puliya to Bibanwa road STP plant |
| 155 | Supplying and stacking good earth at site of work. Note: 1) Loading, unloading and carriage to be paid extra as per actual lead. 2) Earth measured in stacks will be reduced by 20% foe payment |
| 156 | Road from Meera gate to Jait Sagar Nallah Dalelpura Road |
| 157 | For Green Area |
| 158 | Supplying and stacking of well decayed cow dung manure at site. |
| 159 | 20% of good earthRoad from Meera gate to Jait Sagar Nallah Dalelpura Road |
| 160 | Supply of different varities of tree/shrubs/climbers according to height and age of the plant at side including loading/unloading & transportation etc.complete |
| 161 | Different varieties of shrubs 600mm to 900 mm |
| 162 | Road from Meera gate to Jait Sagar Nallah Dalelpura Road |
| 163 | Supply of different varieties of bougainvillea in ply bags/earthen pot according to height growth and age of plant at site including loading unloading and transportation etc. |
| 164 | Different varieties of bougainvillea 600mm to 900mm |
| 165 | Road from Meera gate to Jait Sagar Nallah Dalelpura Road |
| 166 | Maintenance of Shrubs - Complete maintenance of shrub for 12 months including weeding, hoeing, watering, pruning application of good earth, manure, insecticides, fungicides & fertilizers , security of plants disposal of garden rubbish from the premises to the approved municipal dumping ground replacing casualty of plants(occurred due to any reason) by healthy plants. |
| 167 | FOR 5 YEARS |
| 168 | Road from Meera gate to Jait Sagar Nallah Dalelpura Road |
| 169 | Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimum compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. |
| 170 | Daru Godown Puliya to Bibanwa road STP plant Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysSep 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 24 daysTender Documents
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