Tender For Relocation Of Existing 33Kv Switchyard (Hirapur-Pbs-1) Within M/S Sail - Isp Burnpur Premises Along With Diversion Of The Existing 33Kv D/C Burnpur - Isp (Hirapur) Line, Dvc
Tender Value
1.56 Crore
Estimated cost
Bid Submission
31 Aug 2026
32 days left
EMD
3.13 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kolkata → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Relocation Of Existing 33Kv Switchyard (Hirapur-Pbs-1) Within M/S Sail - Isp Burnpur Premises Along With Diversion Of The Existing 33Kv D/C Burnpur - Isp (Hirapur) Line, Dvc
BOQ
| Sl. No. | Item Description |
| 1 | Supply part |
| 2 | Civil Works and Erection part |
| 3 | MS Channel (Assorted size : 100 x 50 / 150 x 75 mm etc.) |
| 4 | MS Angle (Assorted size : 50 x 50 x 6 / 75 x 75 x 6 mm etc.) |
| 5 | MS Plate (Assorted size : 6 mm / 8 mm / 16 mm etc.) |
| 6 | Double Tension Hardware set for AAAC Panther (37/3.15 mm) Conductor suitable for rail pole |
| 7 | PG clamp for AAAC Panther (37/3.15 mm) conductor |
| 8 | Non Tension joint for AAAC Panther (37/3.15 mm) conductor |
| 9 | Termination kit for 66kV (E) / 38 KV (UE) 1C X 630 Sq. mm Al XLPE Cable |
| 10 | 33kV Lightening Arrestor with connector |
| 11 | 33kV H/L Isolator Set complete in all respect with connectors |
| 12 | 2.5 inch Al pipe Bus |
| 13 | 33kV Solid Core Post insulator (for BPI) |
| 14 | Pipe type Earthing Materials (Galvanised) |
| 15 | 36kV Indoor type, Metal Clad Switchgear Cum Metering Panels with FRTU Structure for Switchyard |
| 16 | Supplying, Fabricating & Galvanising various switchyard structures at site / shop with contractors own tools & tackles, crane & labour complete including bolted and / or welded connections with G.I. bolts, nuts, washers etc., complete as per drgs, specifications & directions.( supply of G.I. bolts, nuts, washers etc. will be paid separately). |
| 17 | Supplying & fabricating MS angle post & struts for fixing chain-link fencing / barbed wire over boundary wall, cable trays and racks, all embedded steel work such as foundation materials, inserts, clamps, stops, bolts, fan hooks etc. in concrete & masonry works, miscellaneous structures etc, complete as per drgs., specifications and directions. |
| 18 | Supplying & Fabricating Holding down / foundation steel bolts including threading as required etc. complete with all necessary nuts plate washers etc. complete. The 200 mm top portion of bolt is to be galvanised. |
| 19 | Supply of GI Bolts, Nuts with washers of assorted sizes etc complete as per drgs., specifications and directions. Schedule-II (CIVIL & ERECTION) Estimate for Civil and Erection in respect of -Relocation of existing 33KV Switchyard (Hirapur-PBS-1) within M/S SAIL-ISP Burnpur premises along with diversion of the existing 33KV D/C Burnpur- ISP( Hirapur) Line Item No. Details of Item Unit Qty Rate (in Rs.) Amount (in Rs.) |
| 20 | Clearing grass and removal of the rubbish/gravel upto a distance of 50M outside the periphery of the area cleared. |
| 21 | Levelling and dressing of the ground including filling the depression with sand or moorum as may be required including supply of the materials at site,watering and ramming the fillings whenever required complete:- a) with sand CuM 10.0 2011.6 20116.0 b) with moorum CuM 450.0 1073.12 482904.0 |
| 22 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqmm on plan) including disposal of excavated earth, lead upto 50 meter and lift upto 1.5 meter, disposed earth to be leveled and neatly dressed. a) All kinds of soil. CuM 50.0 130.64 6532.0 b) Soft / Ordinary rock CuM 20.0 362.07 7241.4 |
| 23 | Excavation work by mechanical means (Hydraulic Excavator)/ manual means in foundation, trenchs or drains (not exceeding 1.5 m in width or 10 Sqm on plan), including dressing of sides and rammimg of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. a) All kinds of soil. CuM 150.0 191.67 28750.5 b) Soft / Ordinary rock CuM 60.0 459.0 27540.0 |
| 24 | Extra over item above(3) &(4) for Exacavation in all kinds of soil & rock: (a) For each additional lift of 1.5 m or part thereof over the initial lift (i) For all kind of soil CuM 40.0 91.63 3665.2 (ii) For Ordinary Rock CuM 10.0 164.31 1643.1 (b) For transportation of excavated earth by mechanical transport including loading, unloading and stacking beyond initial lead as per direction of Engineer-In-Charge- upto 1 KM. CuM 100.0 158.17 15817.0 |
| 25 | Filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 Mtr. and lift up to 1.5 Mtr. (a) with excavated earth CuM 100.0 141.69 14169.0 (b) With approved quality of sand CuM 10.0 1894.94 18949.4 (c) Providing and supplying earth (excluding rock) for filing in pit , etc as per direction of the engineer-in -charge of DVC CuM 25.0 184.54 4613.5 |
| 26 | Providing and laying in position plain cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level (a) mix of 1 : 2 : 4 (1 cement : 2 coarse sand : 64 graded stone aggregate 20 mm nominal size) CuM 22.0 6457.76 142070.72 (b) mix of 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) CuM 1.0 5546.64 5546.64 (c) mix of 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) CuM 1.0 5991.53 5991.53 |
| 27 | Providing and laying in position specified grade of reinforcement cement concrete excluding the cost of shuttering and reinforcement - All work upto plinth level (a) Mix 1: 1 :2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20mm nominal size) CuM 5.0 8605.49 43027.45 (b) Mix 1: 1.5 :3 (1 cement : 1 coarse sand :3 graded stone aggregate 20mm nominal size) CuM 20.0 7333.73 146674.6 |
| 28 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1:2 [1 cement : 1 course sand (zone III) derived from natural sources: 2 graded stone aggregate 20 mm nominal size] |
| 29 | Supplying, straightening, cutting, bending, cranking, hooking, fixing, binding & placing at any position in superstructure,fdn & plinth with MS/Torsteel reinforcement in all works of concrete ,masonary etc. including supply of binding wire with 18 SWG(1.05 mm) galvanised wire twisted tight and /or/welding the splices where necessary as per IS Codes or direction and holding in position with steel rod spacers/chairs/horses etc . complete |
| 30 | Hiring , erecting ,centering,supporting ,striking, cleaning etc of formwork of apporved design with staging, props and supports for plan & RCC works with all accessories and at all heights including removal of froms as per drawing ,specifications and directions in foundation & plinth |
| 31 | Supplying & providing 25 mm thik.grouting by using ready mix grout like SHRINKKOMP, CONBEXTRA GP2 SIKA GROUT214 or equivalent for miscellaneous base plate, foundation bolt, pipe sleeves, pocket, wholes etc. at all height, locations etc. complete as per drg., specification & direction of Engineer-in-charge. |
| 32 | 6 mm cement plaster of mix 1 :3 (1 cement : 3 fine sand) |
| 33 | 12 mm cement plaster of mix 1 : 6 (1 cement : 6 coarse sand) |
| 34 | 20 mm cement plaster of mix 1 : 6 (1 cement : 6 coarse sand) |
| 35 | Neat cement punning, 1.5 mm thick |
| 36 | Supplying, stacking, spreading and dressing of switchyard area with 75 mm thick, 40 mm (nominal) crushed stone/pebble over a 75 mm thick base layer of cement concrete M10 (1 cement : 3 coarsed sand : 6 greaded stone agregate of 20 mm nominal size) with one layer of cement slurry mix 1:6 (1 cement : 6 fine sand) uniformly laid over cement concrete layer including deweeding, rolling, compacting, watering, dressing etc. complete as per specification and direction of Engineer-in-Charge (Anti weed treatment shall be done and paid seperately). |
| 37 | Antiweed treatment by spraying of chemicals like \\"ROUNDUP\\" (Round up manufractured by M/s. MONSANTO INDIA Ltd) or equivalent mixed with water in the proportion 1 liter with 500 liter of water by volume to be spread over the 3333 Sq. Meter of the grass, Shrubs etc. as per direction of Engineer-in-Charge all complete including the cost of chemicals, tools plants etc. |
| 38 | Providing & fixing in position of M.S. / G.I. round holding down foundation bolts with nuts, washers & plates including threading as required etc. complete with minimum two nos. of nuts. 200mm top portion of the bolts are to be galvanized. |
| 39 | Brick work with F.P.S bricks of class designation 75 in foundation & plinth with cement mortar 1: 4. |
| 40 | Brick work with F.P.S bricks of class designation 75 in foundation & plinth with cement mortar 1: 6 |
| 41 | Providing & placing of precast RCC slab (mx 1:1.5:3) for surface cable trench cover cover with stone chips 20 mm & down and steel @ 0.8% of concrete including including cost of materials and labour for mould, placing the slab complete as per direction of the engineer-in-charge of DVC (applicble where no vehicular traffic is expected). |
| 42 | One brick flat soling with bricks of class designation 50 grouted with sand including ramming & dressing bed to proper levels & filling joints with sand etc complete |
| 43 | Providing & fixing 20 mm dia plain mild steel & medium tensile steel bar in cable trenchs. |
| 44 | Applying Priming Coat: With ready mixed red oxide zinc chromate primer of approved brand manufacture on steel galvanised iron / steel works |
| 45 | Painting of equipment structure with aluminium paint, two or more coats, of approved brand and manufacture to give an even shade . |
| 46 | Painting of equipment structure base, cable rack etc with black bitumastic paint of approved brand and manufacture to give an even shade with two or more coats. |
| 47 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 48 | Distempering with 1st quality acrylic distemper (ready mixed ) having VOC content less than 50 gm/lit, of approved manufacture of required shade and colour complete as pe manufacture's specification: new work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 grams/litre |
| 49 | Finishing walls with acrylic smooth exterior paint of required shade:New work (Two or more coat applied @1.67lit/10sqm over and including priming coat of exterior primer applied @2.20kg/10sqm) |
| 50 | Providing and applying with cement based putty of average thickness 1mm of approved brand and manufacturer,over the plastered wall surface to prepare the surface even and smooth complete |
| 51 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 52 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 53 | Providing and fixing ball bearing for rolling shutters |
| 54 | Extra for providing mechanical device chain and crank operation for operating rolling shutters: Exceeding 10.00 Sqm and upto 16.80 Sqm in the area Dismantling |
| 55 | Demolishing R.C.C work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable materials within 50m leads as per direction of Engineer-in-charge. |
| 56 | Demolishing cement concrete with 1: 3 : 6 or richer mix manually/ by mechanical means including stacking of steel bars and disposal of unserviceable materials within 50m leads as per direction of Engineer-in-charge. |
| 57 | Demolishing brick work manually/ by mechanical means including stacking of serviceable materials and disposal of unserviceable materials within 50m leads as per direction of Engineer-in-charge–in of DVC. |
| 58 | Dismantling of steel work in built up sections in angles, steel pipes, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50m lead. |
| 59 | For Transportation of rubbish by mechanical transport beyond initial lead upto 1 KM including loading, unloading and stacking and as per direction of Engineer-In-Charge. STRUCTURE |
| 60 | Supply (SAIL or other approved brand of DVC), Febrication, Assembling and erecting in position various switchyard structures including supply of Nuts, bolts, washers etc. at site with contractor’s own tools and tackles, crane and labour, including bolted and/or welded connection etc. complete as per drawings, specifications and directions of DVC including one coat of red oxide & two coats of aluminium paint. |
| 61 | Transporting, Assembling and erecting in position various switchyard structures at site with Contractors own tools & tackles, crane & labour including bolted and/ or welded connections etc. complete as per drgs. , spec. ,& directions |
| 62 | Transporting, Assembling and erecting in position various switchyard structures at site with Contractors own tools & tackles, crane & labour including bolted and/ or welded connections etc. application of a coat of red oxide paint (IS: 2074) after erection & two coats of a coat of red oxide paint (IS:2074) after erection & two coats of Al. paint(IS:2339) as finish coat (manufactured by berger, J&N, Asian Paints) etc. such that coating thickness shall not be less than 100m (Minimum) complete as per drgs., spec., & directions |
| 63 | Transporting, Assembling and erecting , fitting & fixing in position of MS angle post & struts for fixing chain-link fencing, barbed wire over boundary wall, cable trays and racks, all embedded steel work such as foundation materials, inserts, clamps, stops, bolts, fan hooks etc. in concrete & masonry works & miscellaneous structures etc. complete with a coat of primer complete as per drgs, spec., & directions. |
| 64 | Supplying , straining and fixing chain link fabric mesh of size 50x 50 mm made of GI wire of dia 4 mm and 2.5M high with the posts already fixed in position with M.S. flats of size 40 x6 mm with bolts of 60 cm spacing for M.S. bolts and nuts 10 mm dia and 50 mm long all complete as per direction ( Posts shall be at a spacing of 3 metres approx. will be subject to variation on the direction of the Engineer In-Charge). SURVEY: |
| 65 | Check survey as per approved survey chart including Peg marking and preparation of as built route profile. |
| 66 | Detail survey including preliminary survey (plotting on route in toppo sheet), plotting of towers in the route profile, preparation and submission of profile drawing, line chart, tower schedule etc. RAIL POLE STARUCTURE: |
| 67 | Erection of Rail Pole (105 lb / 120 lb) structure including Pit marking, excavation in all types of soil (including hard rock) upto required level, concreting with 1:2:4 mix cement concrete (over 75 mm. thick PCC of mix 1:3:6), plastering with 1:6 cement mortar and cement punning, fabrication of cross-arm, bracing, clamp including hoisting and fixing in position with packing pieces, spacers, clamps, bolts, nuts etc. and backfilling complete with all respect as per drawing, specification and direction of DVC Engineer & including supply of all materials including fish plate and storing, handling and transportation of materials at work site. (except 105 / 120 lb Rail poles, channels, angles) a) Four pole Angle for D/C line - Normal Per Loc 1.0 26300.64 26300.64 |
| 68 | Modification / Strengthening of Rail Pole (90 lb /105 lb / 120 lb) location structure including civil works of rail pole foundation like concreting, plastering, cement punning etc. (as per instruction of the Engineer-in-Charge of DVC) upto required level, extension of rail pole, fabrication of cross-arm, bracing, clamp including hoisting and fixing in position with packing pieces, spacers, clamps, bolts, nuts etc. as per specification and direction of DVC Engineer & including supply of all materials including fish plate and storing, handling and transportation of materials at work site. (except 90/ 105 / 120 lb Rail poles, channels, angles) a) Four pole Angle for D/C line - Normal Per Loc 1.0 3945.1 3945.1 |
| 69 | Erection of Strud Pole structure including Pit marking, excavation in all types of soil (including hard rock) upto required level including concreting, Clamping etc. as per drawing and specification and as per instruction of the Engineer-in-Chrge of DVC. (All clamps & materials except rail poles will be supplied by the contract at his own cost) |
| 70 | Stay fixing including marking of location, excavation in all kinds of soil (including hard rock) upto the required level concreting with 1:2:4 cement concrete mix, backfilling, fabrication of clamps and fixing of stay sets, stay wires complete in all respect as per drawing, specification and direction of Engineer-in-charge including supply of all materials (size of the excavation pit 0.60 meter X 0.60 meter X 1.00 meter)(All materials will be supplied by the contractor at his own cost) |
| 71 | Painting of complete Rail pole structure with black anti-corrosive (two coats upto 2'0\\" from PL), red oxide (two coats), Alluminium paints (two coats above 2'0\\" from PL to top of Rail) including cleaning of surface and supply of all materials. a) Four pole angle for D/C line - normal + upto 6.0 meter extension Per LOC 5.0 3287.58 16437.9 |
| 72 | Grounding of work with (For Rail pole) a) GI pipe, GI flats etc. as per drawing, including excavation, backfilling, levelling and cost of storing, handling & transportation of materials to site complete as per drawing, specification and directions. (except the items mentioned in the supply schedule against earthing, all other materials as per drawing and specification and instruction of the Engineer-in-Charge of DVC have to be supplied by the contractor at his own cost) Per Set 10.0 3664.9 36649.0 |
| 73 | Supply, Erection, testing & commissioning of grounding system comprising laying of ground mat (with 40mm dia MS rod which will be supplied by DVC free of cost) at a level of 500mm (or as per design) below ground level, driving of 3.0M long spike below mat level (a) Ground mat (40 mm dia MS rod) Mtr. 100.0 922.7 92270.0 (b) Riser (50 x 6 mm GI flat) Mtr. 200.0 69.2 13840.0 (c) 3 Mtr. long spike (40 mm dis MS rod) in all types of soil & rock Nos. 30.0 4613.5 138405.0 |
| 74 | Laying, stringing of 6 (six) nos. conductors AAAC 'PANTHER' 37/3.15 mm. in double circuit including hoisting of the insulator and fixing on the Rail pole structure/Tower, erection of the hardware sets, jointing of conductors, running out and pulling up of conductors and tensioning and clipping-in with the clamps/pin insulator, fixing of vibration dampers and / or preformed armour rods, erection of jumpers at section / angle location and hoisting and fixing of suspension insulator sets or pin insulator, stringing of jumper connection etc.complete in all respect as per specification and direction of Engineer-in-charge including storing, handling and transportation of all materials to site including felling down of trees as per regulation.: a) For stringing between rail pole to rail pole/ Isolator having no LV, MV & HV power line crossing. Per KM 0.1 741875.61 74187.56 |
| 75 | Stringing and sagging of Earth wire (7/3.15 mm. galvanized steel wire) including laying, stringing, tensioning, clamping, jointing etc. complete including transportation of all materials to site, Storage & handling per route KM of the line and fixing of hardwares, compression jointing complete in all respect as per direction of engineer-in –charge.: a) For stringing between rail pole to rail pole having no LV, MV & HV power line crossing Per KM 0.1 123560.79 12356.08 |
| 76 | MS structural work with rolled structural members (e.g. angle, Tee, flat etc.) connected to one another with gusset, cleat, bolt, nut, etc., complete including fabrication, assembling, hoisting, erection of materials, supply of required bolts & nuts for earth wire fixing arrangement in rail poles. |
| 77 | Fixing of accessories e.g. danger plate, number plate, anticlimbing devices (barbed wire) at 3.0 meter height or as per instruction of the engineer-in-Charge of DVC all around the Rail pole/poles/ old towers and painting of circuit no. and location no. on Rail pole structures / old tower locations including supply of materials as per drawing, specifications and direction. (Danger Plate, Number Plate, Phase Plate (set of 3), Circuit Plate, Barbed Wire Anticlimbing Device, will be supplied by contractor at his own cost) Dismantling (Line) |
| 78 | Dismantling of all types of transmission line Tower superstructure/ Rail poles/ steel structure/ (already erected) by cutting the rail poles exposed above the ground level with the help of welding gas along with all the fittings e.g. angles, channels, clamps etc. including the tranportation of all dismantled materials to DVC specified stores. |
| 79 | Dismantling of old Earth wire including release of suspension/tension hardware assemblies, recoiling of old dismantled earth wire and return of all dismantled materials to DVC stores at Maithon or any other specified stores as per direction of the Engineer-in-charge |
| 80 | Dismantling of old 6 nos. of Power conductors (ACSR/AAAC DOG/Panther etc.) including release of suspension/tension hardware assemblies, dismantling of old insulator string, recoiling of of old dismantled power conductors and return of all dismantled materials to DVC store at Maithon/Panchet/Kumardhubi as per direction of the Engineer-in-charge. Bay Erection |
| 81 | Laying of 38KV/66KV XLPE 1C x 630 Sq. mm. Aluminium power cable including dressing, cleating, clamping of cable along the excavated earth, cable trench, RCC Hume pipe, metal pipe, structure / rail poles etc. including dewatering & cleaning as required and supplying & providing of cable tags. |
| 82 | Termination of 33KV/66KV XLPE cables with outdoor heat shrinkable type cable sealing end termination kits / straight through joints |
| 83 | Erection, testing & commissioning of 36KV, 1250 Amp. Triple pole central post rotating high level normal/ Terminal isolator with / without earth switch suitable for horizontal upright mounting complete with upright mechanism, interloks, two units 22KV post insulators or 3 unit 11KV post insulators or one unit 33KV post insulators including fitting of connectors etc. and supply of GI and MS nut, bolts & washers etc. in complete. |
| 84 | Erection, testing & commmissionig of 10KA, 33KV LA, complete with insulating base, surge monitor and leakage curret moitor etc. |
| 85 | Erection of Post Insulator on pipe bus support structure / Structure, erection & extension of of 2.5\\" IPS Al. pipe on insulator and connecting all other equipment of the bay like LA, isolator, cable, fitting and fixing of all necessary clamps and connectors including drop down (if any) etc. as required at site. (Necessary connectors except the item mentioned in supply schedule are to be provided by the contractor at his own cost) |
| 86 | Installation, Testing and Commissioning of 36 KV Indoor type, Metal Clad Switchgear Cum Metering Panels with FRTU at Consumer premises in metering room including installation of DVC supplied tariff meters with complete wiring and connection of meter as per drawing, specification and direction of Engineer In-Charge. |
| 87 | Laying, dressing, cleating & clamping of cables including termination of the same at both ends including supply of cleats, clamps, Al tags, glands, ferrules, lugs and all other consumables along trenches, trays including dewatering and cleaning of trenches etc. as required : 1.1 KV grade Copper conductor armoured control cables (i) 4C x 2.5 Sq mm. Mtr 50.0 122.35 6117.5 (ii) 4C x 14.5 Sq mm. Mtr 50.0 122.35 6117.5 (iii) 7C x 2.5 Sq mm. Mtr 50.0 122.35 6117.5 (iv) 4C X 6 sq mm Mtr 50.0 122.35 6117.5 (v) 4C X 10 sq mm Mtr 50.0 122.35 6117.5 |
| 88 | Providing & Fixing 300 mm diameter Exhaust Fan of approved quality along with clamps as per the direction of Engineer -In-Charge. |
| 89 | Complete Illumination system including supply of a) 10Nos. Luminaries street light 120W LED along with all accessories & b) 2 Nos Wall mounted Fan Total 3977683.25 N.B.: (1) Quantity has been fixed based on the drawing, specification & site requirement etc. (2) DSR-2021 & DVC's Non-Schedule rate along with multiplying factor for without GST has been considered for civil items. (3) Inflation @ 6% p. a or part thereof has been considered against the rate which has been taken from LPP (more than 1 year ago). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 32 daysSep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 33 daysTender Documents
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