Tender For Estimate For Laying Pipeline For Gajjanmajra Distributary Pipeline Rd 53930 To 63000 Main Line In Service Bank Along Of Kairon Drain At Rd 76700 R Of First Patiala Feeder
Tender Value
3.75 Crore
Estimated cost
Bid Submission
14 Aug 2026
3 days left
EMD
7.50 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sangrur → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Estimate For Laying Pipeline For Gajjanmajra Distributary Pipeline Rd 53930 To 63000 Main Line In Service Bank Along Of Kairon Drain At Rd 76700 R Of First Patiala Feeder
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 26-Jun-2026 | date extended 08.07.2026 | Date | 08-Jul-2026 |
| 2 | 17-Jun-2026 | Tender Date extend 26.06.2026 | Date | 26-Jun-2026 |
| 3 | 02-Jul-2026 | 10.07.2026 | Date | 10-Jul-2026 |
| 4 | 26-Jun-2026 | date extended 08.07.2026 | Date | 08-Jul-2026 |
| 5 | 17-Jun-2026 | Tender Date extend 26.06.2026 | Date | 26-Jun-2026 |
| 6 | 10-Jul-2026 | 15.07.2026 | Date | 15-Jul-2026 |
| 7 | 13-Jul-2026 | 20.07.2026 | Date | 20-Jul-2026 |
| 8 | 10-Jul-2026 | 15.07.2026 | Date | 15-Jul-2026 |
| 9 | 20-Jul-2026 | 24.07.2026 | Date | 24-Jul-2026 |
| 10 | 23-Jul-2026 | 27.07.2026 | Date | 27-Jul-2026 |
| 11 | 20-Jul-2026 | 24.07.2026 | Date | 24-Jul-2026 |
| 12 | 28-Jul-2026 | 29.07.2026 | Date | 29-Jul-2026 |
| 13 | 29-Jul-2026 | Tender Date extend 03.08.2026 | Date | 03-Aug-2026 |
| 14 | 27-Jul-2026 | Tender Date extend 28.07.2026 | Date | 28-Jul-2026 |
| 15 | 03-Aug-2026 | 11.08.2026 | Date | 11-Aug-2026 |
| 16 | 11-Aug-2026 | 14.08.2026 new date | Date | 14-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | SANGRUR CANAL & GROUND WATER DIVISION, SANGRUR Estimate for Rehablitation/Lining of 2nd Patiala Feeder with 10% Enhanced Capacity From to offtaking at RD 79514 of 1st Patiala Feeder S.NO. NAME OF ITEM UNIT |
| 2 | Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m |
| 3 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads (Lead 9.97 km )The source of earth is to be arranged by the agency/contractor himself. |
| 4 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications |
| 5 | Dressing of Earthwork |
| 6 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth |
| 7 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m |
| 8 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 3.0 mtr depth but upto 4.50 m |
| 9 | Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 10 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification |
| 11 | Dressing of Dowel |
| 12 | Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes. |
| 13 | Providing and laying cement concrete Side lining 100 mm thick with mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer. a In Side Slopes upto 2.0 m depth cum b In Side Slopes above 2.0 m but upto 3.50 m depth cum |
| 14 | Providing and laying cement concrete for coping mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer. |
| 15 | Providing and laying cement concrete for Sleeper for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer. |
| 16 | Providing and laying cement concrete for Toe Wall for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer. |
| 17 | Providing and laying cement concrete for Safety Ladders for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer. |
| 18 | Cold twisted deformed(Ribbed/TOR Steel) Bars (Fe 500 grade as per IS 1786:2008), For RCC works i/c bending binding and placing in position complete in all respects |
| 19 | Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening including attached pillasters butresses etc when curved) |
| 20 | Filling Contraction Joint with sealing compound complete in all respect |
| 21 | Filling expansion joint with Sealing Compound. complete in all respect |
| 22 | Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. |
| 23 | Providing & laying 250 mm wide LDPE Film 150 micron over sleepers |
| 24 | Making dewatering arrangement by pumping set 4\\" * 4\\" (tractor driven) |
| 25 | Jungle clearance on running canals and branches and drains with discharge above 9 cumecs (Heavy Growth) |
| 26 | Providing & Fixing Boundary Pillars |
| 27 | Providing & Fixing Distance Marks |
| 28 | First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. |
| 29 | Dag belling single Kassi stroke minimum 7.5 cm depth. |
| 30 | PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type |
| 31 | Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc. |
| 32 | R.C.C. M-20 mechanically batch mixed using batch type concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement cetnering and shuttering in superstructure |
| 33 | Photography, Videography and Advertisement |
| 34 | Testing of Soil strata, Bearing Capacity Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete Sand Filling in Foundation Trenches as per Drawing & Technical Specification Dressing side slopes and preparation of sub grade for lining Dressing bed and preparation of sub grade for lining SANGRUR CANAL & GROUND WATER DIVISION, SANGRUR Estimate for Rehablitation/Lining of 2nd Patiala Feeder with 10% Enhanced Capacity From to offtaking at RD 79514 of 1st Patiala Feeder S.NO. NAME OF ITEM UNIT |
| 35 | Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m |
| 36 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads (Lead 9.97 km )The source of earth is to be arranged by the agency/contractor himself. |
| 37 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications |
| 38 | Dressing of Earthwork |
| 39 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth |
| 40 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m |
| 41 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 3.0 mtr depth but upto 4.50 m |
| 42 | Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 43 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification |
| 44 | Dressing of Dowel |
| 45 | Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes. |
| 46 | Providing and laying cement concrete Side lining 100 mm thick with mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer. a In Side Slopes upto 2.0 m depth cum b In Side Slopes above 2.0 m but upto 3.50 m depth cum |
| 47 | Providing and laying cement concrete for coping mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer. |
| 48 | Providing and laying cement concrete for Sleeper for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer. |
| 49 | Providing and laying cement concrete for Toe Wall for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer. |
| 50 | Providing and laying cement concrete for Safety Ladders for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer. |
| 51 | Cold twisted deformed(Ribbed/TOR Steel) Bars (Fe 500 grade as per IS 1786:2008), For RCC works i/c bending binding and placing in position complete in all respects |
| 52 | Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening including attached pillasters butresses etc when curved) |
| 53 | Filling Contraction Joint with sealing compound complete in all respect |
| 54 | Filling expansion joint with Sealing Compound. complete in all respect |
| 55 | Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. |
| 56 | Providing & laying 250 mm wide LDPE Film 150 micron over sleepers |
| 57 | Making dewatering arrangement by pumping set 4\\" * 4\\" (tractor driven) |
| 58 | Jungle clearance on running canals and branches and drains with discharge above 9 cumecs (Heavy Growth) |
| 59 | Providing & Fixing Boundary Pillars |
| 60 | Providing & Fixing Distance Marks |
| 61 | First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. |
| 62 | Dag belling single Kassi stroke minimum 7.5 cm depth. |
| 63 | PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type |
| 64 | Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc. |
| 65 | R.C.C. M-20 mechanically batch mixed using batch type concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement cetnering and shuttering in superstructure |
| 66 | Photography, Videography and Advertisement |
| 67 | Testing of Soil strata, Bearing Capacity |
| 68 | 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. |
| 69 | Plain/Reinforced cement concrete Grade M20 in foundation and plinth complete as per drawing and Technical Specifications |
| 70 | Plain/Reinforced cement concrete Grade M25 in foundation and plinth complete as per drawing and Technical Specifications Providing and laying Shingle/Crushed stone filling jharries in blocks on Level surface Filling stone or spall on level. Supply with filling of 300 mm thick Graded Filter of fine sand below the 300x300x300 CCM-10 blocks as the work should be completed as per PWD specification, department design/drawings and also as per instruction of engineer in charge complete in all respects. Providing of hollow bulb seal and fixing in position including preparation of surfaces cpmlete in all respects and to entire satisfaction of engineer-in charge.CR 19(ii) mt MS Spindle with double or triple start threading 11' height 1/3/4 dia. Complete (1.5 to 2.5 ton capacity) no Providing and fixing in position of flat/wedge type rubber seal cluding preparation of surface complete in all respects and to entire satisfaction of engineer-in charge CR 17(i) mt Material :- Flat type rubber seal Providing and fixing in position of flat/wedge seal size 80*12 mm including preparation of surface complete in all respects and to entire satisfaction of engineer-in charge as per sr.no. 20(ii) 80mmx12 th mt Removing, Providing and fixing clamp plate complete in all respects. CR 56 kg Providing and fixing stainless steel nuts and bolts of all sizes and length reqd. kg Removing damaged old rubber seal bulb or flat including clamp plates of all sizes and types. mt Repairing of Gates by cutting and straightening including alignment of gates complete in all respect and to entire satisfaction of Engineer-in charge. kg Drilling/boring hole including rimming complete in all respects and to entire satisfaction of engineer-in charge C.R. 2(v) 8mm deep holes, 40-50 mm dia. @rs 5/mm depth per mm depth Fillet welding with high strength steel rods complete in all respects and to entire satisfaction of engineer-in-charge (6mm wide) as per Sr. no. 17(i) per running cm Painting two coats anticorrosive ordourless black bitumastic paint . As per csr item no. 16.29 sqmt painting two or more coats with anticorrosive bitumastic Paint to give an even shade sqm Applying primimg coat with metal primer on new steel or iron work including prepration of surface CSR 16.20 sqmt Scraping brushing to remove paint to base metal surface. As per csr item no. 16.36 sqmt Supply of Multipurpose synthetic Grease as per serial no. 31 Kg Supply of Multigrade Mobile-oil 10w-40 or 10w-50 c as per sr. no. 32 Ltr Gate wheel assembly complete in all respects and to entire satisfaction of engineer in charge CR 67(ii) no Miscellaneous minor repairs of Items Such as M.S Flats, ISA, ISMC, ISMB etc. to make gates operational including labour charges. As per serial Number 46 per job Plummer block as per list and make SKF, NBC. CR 60 no Zigs and fixture, gas tools and plants, racking and haulage arrangements for replacing damaged and broken parts including carriage and other miscellaneous items complete in all respects to entire satisfactions of engineer in charge. CR 66 per job 23 kg Commissioning and testing of gates at site complete in all respects and to entire satisfaction of engineer-in-charge. As per serial No. 30 sqm Removing, damaged structural steel and stacking clear from working space by Gas cutting, complete in all respects and to entire satisfaction of Engineer in charge. As per Serial Number 18 Kg hydraulic mobile CRANE 35 TON CAPACITY. CSR Item No. 2.13 Hours Providing and fixing of skin plate 1.supply of skin plate@101rs/kg(C.R. 57) kg Overhauling of gate mechanism of all types including dismantling greasing oiling and reinstallation of mechanism in all aspects. CR 69(i) per job 1.Supply of ISMC as per A and C slip-4 on CSR-2020 dated 08.10.2021 and AOR of CSR 2020 (page attached)=Rs 64.29/kg 2. Repairing of gates by cutting and strengthning charges including alignments of gates complete in all respects and to entire satisfaction of engineer in charge@ 15rs/kg (CR1) kg CI housing cover with worm and worm wheel assembly,shaft handle GM bust with triple start threading inside for spindle complete including laour charges per job MS Spindle with double or triple start threading 11' height 1/3/4 dia. Complete per no 1.Supply of ISRO 40 as per A and C slip-4 on CSR-2020 dated 08.10.2021 and AOR of CSR 2020 (page attached)=Rs 64.29/kg kg Dismantling of spindal hoist central drive unit rope drum rack and pinion and winch machine at site complete in all respects per job providing chequered plate per kg supply of skin plate per kg fixing of coupling for common shaft with supply of common shaft with supply of spindle shaft coupling rods and cover complete in all respects per job supply and fixing of common shaft duly machined at site complete in all respects abd to entire satisfaction of engineer in charge per meter Plummer block as per list and make SKF, NBC. CR 60 per no supply of gi pipe/hollow of any size per kg providing grease nipple each removing providing and fixing ss flat complete in all respects kg removing providing and fixing bearing bracket complete in all respects no providing installation and fixing in position ms hoist assembly/drum hoist machine at site complete in all respects and to entire satisfaction of engineer in charge(ii) per no Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete qtl Sand Filling in Foundation Trenches as per Drawing & Technical Specification cum |
| 71 | Dressing side slopes and preparation of sub grade for lining |
| 72 | Dressing bed and preparation of sub grade for lining WATER RESOURCES DEPARTMENT, PUNJAB SANGRUR CANAL AND GROUNDWATER DIVISION, SANGRUR Name of the work: AS Per DNIT Name of Firm Sr.No Description Unit Rate (in figures) Amount |
| 73 | Excavation by mechanical means(JCB or Hydraulicexcavator) in trenches for pipe lineswithstraightoropen cutting in streets or open areaincluding dressing sideslevelling of beds of trenches to correctgrade,cuttingjoint holes,refillingconsolidation, including the cost of diversionfor traffic, crossing overtrenchesforaccesstothehouses, watching, fencing,etc.andremovalofsurplus soiloutside/insidethetown involving lead upto 15 metercomplete in all respect.Allclasses of soil except rocky |
| 74 | Rehandelling of earthwork (mechanically) |
| 75 | Supply of DI Pressure pipes.D.I. Pipe as per IS 8329DI-K71100mmi/dpipe |
| 76 | Laying ,Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the samein trenches to correct alignment and gradients, jointed withrubber tyton joints fitted complete including all cartage, cost of rubber ring.D.I.PipeasperIS8329DI-K71100mmi/dpipe |
| 77 | Providing & fixing double air valveISIMarkedasperIS-14845 including jointing all carriages complete.C.IDoubleairvalve(Size100mm) |
| 78 | Providing, laying, fixing and testing M.S. pipe lines as per IS-1239andspecialssuchas tees,bends,sockets, elbows etc. in trenches in the ground including cutting, threading and testing etc. complete.100mm internal diameter (thickness 4.50 mm) |
| 79 | First Class burnt Brickworklaid in Cement Sand mortar 1:3 in foundation and plinth (For Field and drain syphon,As per site condition at Outlet tank ) |
| 80 | 12.5 mm thick cement plaster1:3 |
| 81 | Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means (For thrust block at bottom of sluice valves, bends & Tee joints) |
| 82 | 315mmo/dpipe |
| 83 | Jointing of D.I. Pipe andSpecials with rubbertytonjointsfittedcomplete excluding the costrubber gasket includingtesting etc completeinallrespect |
| 84 | Providing, lowering precast concrete NP-2 plain end pipes with collar andreinforcement, in trenches to correct gradient andalignment. cutting ofreinforcement cement concrete, plain end pipe stringing in trenches, jointingendsand fixing collars with cement mortar 1:2 as per IS456:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels, etc., complete inRCC NP-2 all respect dia 300mm |
| 85 | Cranes35tonnes |
| 86 | Excavation in Soil (anytype) using Hydraulic Excavator CK 90 withhydraulic excavator of 0.9cum bucket capacity including cutting, trimming bottom andside slopes, in accordancewithrequirementsoflines, gradesandcrosssections,including all lifts andcombined lead upto 30m. |
| 87 | Cement concrete1:3:6 (a) with stone ballast orshingle(ii) mixing by mechanical means using concrete mixer volumetric type |
| 88 | Wrought iron &Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framedwindowguards,barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws,welding rod complete fixing inposition |
| 89 | Cold twisteddetormed(Ribbed/Torsteel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, wherenotincludinginthecomplete rate of RCCincluding bending and binding placing in position complete |
| 90 | Plain/Reinforcedcementconcretein sub-structure complete as per drawing and TechnicalSpecifications(F)RCCGradeM25((a))Heightupto5m((ii)) With Batching Plant, Transit Mixer and ConcretePump |
| 91 | Providing orange colour safety footrest of minimum 6mm thick plasticencapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm withminimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend testand chemical resistance testasperspecificationandhaving manufacturerspermanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concreteblock1:2:4(1cement:2sand:4stoneaggragate) complete as perdesign. |
| 92 | ProvidingandFixingDIdouble socket Bend 1100 mm 22.5deg |
| 93 | Providing and Fixing DI MJ collar/coupling with tie end 1100 mm |
| 94 | Providing and Fixing DI MJ collar/coupling with tie end500 mm |
| 95 | Providing and fixing DI AllSocket Tee (AST)1100x1100x300 mm |
| 96 | Providing & fixing C.I/D.IFlanged end, stemof SS (AIS 1410) andBronze(gunmetal)workingpartsSluiceValves ISI marked14846-2000, includingjointing , testing & costof Nut ,Bolt & insertion sheet, all carriagecomplete (with the approval of Engineer incharge).ClassPN-1asperISI300mm i/d Sluice Valves flanged |
| 97 | Providing and fixing Digital Water Flow Meter with RS 485 Output Electromagnetic Flow Meter 300 mm |
| 98 | Any other Item |
AI Tender Summary
Tender Timeline
Aug 11, 2026
11:30 IST
Tender Published
Tender notice published.
Today
Jul 08, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 26, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 10, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 08, 2026
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 26, 2026
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 15, 2026
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 20, 2026
18:00 IST
Corrigendum-7 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 15, 2026
18:00 IST
Corrigendum-8 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 24, 2026
18:00 IST
Corrigendum-9 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 27, 2026
18:00 IST
Corrigendum-10 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 24, 2026
18:00 IST
Corrigendum-11 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 29, 2026
18:00 IST
Corrigendum-12 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 03, 2026
18:00 IST
Corrigendum-13 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 28, 2026
18:00 IST
Corrigendum-14 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 11, 2026
18:00 IST
Corrigendum-15 Issued
Clarifications on tender conditions and amendments issued.
Today
Aug 14, 2026
18:00 IST
Corrigendum-16 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 3 daysAug 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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