Tender For Construction Of Internal Road And Other Works In Campus Of Central Training Institute, Jharkhand, Home Guard, Dhurwa, Ranchi (Total Length 1.782 Km) For The Year 2026-27.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
17 Nov 2026
2 days left
EMD
4.85 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
Ranchi → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Internal Road And Other Works In Campus Of Central Training Institute, Jharkhand, Home Guard, Dhurwa, Ranchi (Total Length 1.782 Km) For The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 allk lifts and lead of 1000 metres By Manual means Cement concrete Grade M-15 & M-20 |
| 3 | Hire charge of Mobile Hydraulic Crane 10 tonne capacity |
| 4 | Construction of Subgrade and Earthen ShouldersConstruction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. |
| 5 | By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 6 | Wet Mix Macadam (Plant Mix Method)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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 7 | Prime Coat over WMM/WBMProviding and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 8 | Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 9 | Tack Coat on Cement concrete pavement Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 10 | Tack Coat on Bituminous surfacesProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 11 | Dense graded Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects. |
| 12 | Bituminous concrete Grading- II with VG-30 Grade Packed Bitumen Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. |
| 13 | Providing & Laying 80mm Thick (M-40) CC Paver Block : Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over bed as per relevant IRC Code, filling the joints with fine sand etc. all complete as per the direction of Engineer in - charge. Red Paver Block |
| 14 | Providing & Laying 80mm Thick (M-40) CC Paver Block : Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over bed as per relevant IRC Code, filling the joints with fine sand etc. all complete as per the direction of Engineer in - charge. Yellow Paver Block |
| 15 | Cast-in-Situ Cement Concrete M20 Kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) PCC M15 for Kerb Base |
| 16 | Cast-in-Situ Cement Concrete M20 Kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) PCC M20 for Kerb cast in situ |
| 17 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) |
| 18 | Reflective Pavement Markers (Road Stud) Supplying, Providing and fixing of Reflective Pavement Markers (RPM), i.e. road studs shall be prismatic retro-reflective type conforming to ASTM D-4280. The Plastic body of RPM/road stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (HI-impact Polystyrene) or Acrylonitrile Butadiene Styrene (ABS). The marker height shall not be less than 10mm and shall not exceed 20mm and its width shall not exceed 130mm. The markers shall support a load of 13,635 kg tested in accordance with ASTM D 4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total Internal refiection of the light entering the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D 788 or equivalent. The optical performance of road studs shall be confirming to clause 804.4 of MoRTH specifications and complete as directed by the engineer-in-charge. |
| 19 | Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode.The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280.The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz.There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours.The height, width and length of the marker shall not be less than 10mmx100mmx100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively.The weight of the marker shall not exceed 0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.) |
| 20 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 21 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 90 cm. equilateral triangle. |
| 22 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 60cm circular.. |
| 23 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 80 cm x 60 cm rectangular |
| 24 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 90 cm high octagon |
| 25 | Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) |
| 26 | Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) |
| 27 | 9 Mtr. height Octagonal Hot - Dip galvanized pole( BOP - 9030) with top dia 70 mm, bottom dia 155 mm & made of 3 mm thick sheet, base plate dimensions 250 X 250 X 16 mm ( L x B x T) including suitable sizes of foundation bolt all complete as reqd. (Without Arm) |
| 28 | 1.5 m Single Arm suitbale for 70mm Top |
| 29 | Installation, Testing & Commissioning of the 9 Mtr. Octagonal Pole & light fitting with the help of suitable tools and plants, wiring of luminaires with all materials and construction of shallow foundation with M25 grade concrete considering safe soil bearing capacity of 10T/mtrs sq. |
| 30 | Wirilg in cxisting conduit :-ls\\"ppfyr\\"g and drawing following sizes of FR PVC insulated copperlconductor single core cable in existing zurface / recessed steel / PVCloonarit including dismantling as required 3 x 1.5 sq.mm |
| 31 | S.I.T.C of floowing rating LED Street lighting luminarie with pressure die cast housing and toughened glass cover (IP 66 protection) in existing pole/pipe for supply voltage 100-270V AC, 50Hz. Luminarie shall be confirm to IS: 10322 part-5/section-3 and shall be complete with all neccssary accessories as required 120W LED Street light |
| 32 | PVC/XLPE insulated PVC sheathedheavy duty, armoured electrical cable with aluminiumconductor forworking voltage up to andincluding L100 volts. (Conformsto IS:1554,part-1)16 sq. mm, 4 core |
| 33 | PVC/XLPE insulated PVC sheathedheavy duty, armoured electrical cable with aluminiumconductor forworking voltage up to andincluding L100 volts. (Conformsto IS:1554,part-1) 35 sq. mm, 3.5 core |
| 34 | CABLE LUGS 35sq.mm. aluminium lugs |
| 35 | CABLE LUGS 16sq.mm. aluminium lugs |
| 36 | 80mm dia Earthing Electrode 2mtr. Length / 80mm dia Earthing Electrode 3mtr. Length / 50mm dia Earthing Electrode 2mtr. Length/50mm dia Earthing Electrode 3mtr. Length & Backfill Compound chemical 4 Bag(per bag 25 KG) |
| 37 | EARTHTNG, LrqIITNTNG CONDUCTOR AND ACCESSORTES 25 mm x5 mm x copper Strip (1.15 kg/ mtr) |
| 38 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of size exceeding 35 sq mm but not exceeding 95 sq mm direct in ground including excavation, and refilling the trench etc as rquired, but excluding sand cushioning and protective covering. |
| 39 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of size not exceeding 35 sq mm directr in ground including excavation, and refilling the trench etc as rquired, but excluding sand cushioning and protective covering. |
| 40 | Supply of 16mtr. High mast in two section Construction 5355 grade as per BIEN 10 025 Top Dia 15omm, bottom dia 360mm, plate thickness 3mm, 2Oside polygon, galvanisation as per BS EN ISO 1461, base plate dia 520mm, base plate thickness 25mm, GI single spike lighting protection, maximum wind speed 47 m/s with 6 nos foundation bolts of PCD tt45mm TS 600/ 24nm dia/850 mm long. Luminaries carriage : Material for 40 NB ERW Class B --M.S. Pipe, dia of carriage ring 450mq '6tO; -itt 8/72 arm,welded, 2 sekons having carrying capacity upto u 8/12 luminaries. Trailing Cable : 5 core 2.Ssq.mm. PVC flexible copperconductor Winch/Power Tool : Double drum, SWL 350 kg with 1HP 6 pole single speed integral motor Rope : Grade AlSl304,7 /19 construction, dia 5mm, BLC 1450 x 2 having 2 nos of continues rope. Aviation obstruction light: twin dome aviation obstruction lights LED type\\" \\"t required. (But excluding lreeder Pillar) |
| 41 | For 16 mtr. High mast: IIC of the high mast and light fixture with the help of suitable tools and plants, wiring of luminaries with all wiring material like PVC insulated PVC sheathed flexible cable of suitable copper conductor lugs, MCB and all labour & construction of shallow foundation with M25 grade concrete for the high mast considering safe soil bearing capacity of 70T / mhs sq. for 16 M High mast. |
| 42 | Outdoor stand mounted Feeder Panel with 32amp TP&N, MCB incomer, 45amp TP contactor automatic switching of luminaries, power tool control incommer outgoing terminal etc as reqd. (for high mast) |
| 43 | EPR insulated/PVC sheathed copper conductor hailing cable 5core 2.5 sq.mm. (for high mast) |
| 44 | 6mm dia stainless steel wire rope of bracking load capacity 235Okgx2 for 20 mtr hish mast. |
| 45 | winch/power tool for High Mast of Double drum |
| 46 | 2.0 Hp AC motor with forward and reverse motion for highmast |
| 47 | twin dome avivation lieht for highmast. |
| 48 | Providing and fixing following rating and breaking capacity MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 200 amps, 35 KA, fixed thermal setting |
| 49 | Providing and fixing following rating and breaking capacity MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 100 amps, 16 KA, fixed thermal setting |
| 50 | Providing and fixing following capacity 4 pole ON-load panel mounted changeover switches in existing cubical panel board , making connection, earthing the body etc. as required. 200 amps, 4 pole |
| 51 | 200Amp Power contactor of type AC-1 duty 1, 4 pole IS/IEC/60947-4-1 |
| 52 | Auxiliary contactor (1NO +1NC) of following rating 9amp IS/IEC/60947-4-1 |
| 53 | 3way 4 pole selector switch |
| 54 | Supplying and fixing 6 amps to 32 amps rating, 240 volts, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, esting and commissioning etc. as required. 6/32 amps, DP |
| 55 | ON/OFF push button |
| 56 | Electronic timer-on delay/off delay for 0 to 30sec. |
| 57 | DIGITAL Volt Mtr. (0-500Volt)- 3 phase class 0.5 |
| 58 | DIGITAL AMP Mtr. (0-500AMP)- 3 phase class 0.5 |
| 59 | LED Indicator Lamp R/Y/B/G |
| 60 | CT Coil of CT ratio 200/5 IS:2705 part-3 |
| 61 | copper Strip for sufficient size bus bar and inter connection as per required suitable size 25MM X5MMXCOPPER STRIP 1.15KG PER MTR |
| 62 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 63 | Sand Filling in foundation trenches as per drawing & technical specification |
| 64 | 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 vibration including curing for 14 days. |
| 65 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M20 PCC Grade M20 using batching plant, transit mixture & Concrete pump |
| 66 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade M20 RCC Grade M20 using batching plant, transit mixture & Concrete pump |
| 67 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications RCC Grade M20 Height upto 5m RCC Grade M20 using batching plant, transit mixer & concrete pump |
| 68 | Brick masonry work in 1:3 in substructure complete excluding pointing and plastering, as per drawing and Technical Specifications |
| 69 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super structure as per drawing and Technical Specification RCC Grade M20 Using Batching Plant ,Transit Mixer and Concrete Pump, For solid slab super-structure, |
| 70 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump. For solid slab super-structure, 20-30 per cent of (a+b+c) Height upto 5m |
| 71 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 72 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications |
| 73 | Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications |
| 74 | Supplying materials and labours for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600x450mm inter nal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475mm G.l. Cover with frame (weight not less than 36k9.) alongwith earth work in excavation and 80 mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per spe cification and direction of E/|. |
| 75 | Supply of R.C.C. pipes NP2 class 300 mm dia |
| 76 | Supply of R.C.C. pipes NP2 class 450 mm dia |
| 77 | Supply of R.C.C. collars NP2 class 300 mm dia |
| 78 | Supply of R.C.C. collars NP2 class 450 mm dia |
| 79 | providing 25mm thick cement Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications |
| 80 | Finishing walls with Premium Acrylic Smooth exterior paint with Siliconeadditives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm overand including |
| 81 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using MS angle 40x40x6mm for Digonal braces |
| 82 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 83 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 84 | Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade) |
| 85 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% forpayment). |
| 86 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm FOR LAWN AREA |
| 87 | Fine dressing of the ground |
| 88 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of Officer-in-charge (Cost of sludge, dump manure and/or good earth to be paid seprately |
| 89 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 90 | Supplying and spreading of sand in Lawn area, including watering, mixing and dressing complete. |
| 91 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light, watering with sprinkler and maintenance for 30 days or more till the grass establish properly as per direction of officer-in-charge. |
| 92 | Add 18 % GST (in Basic Rate must fill 0.18) |
| 93 | Add 1% Labour Cess (in Basic Rate must fill 0.01) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysNov 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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