Water Resources and Irrigation Government Departments Closing in 16 days TDR #57414182

Tender For Lis Barsoo- Modernization From Rd 0 To 500 Mts And Rd 500 To 1500 Mts Adv. Cost= 139.42 Lacs

Issued by Government Departments · Pulwama, Jammu and Kashmir
Tender Value
1.39 Crore
Estimated cost
Bid Submission
01 Oct 2026
16 days left
EMD
2.78 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Pulwama → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Lis Barsoo- Modernization From Rd 0 To 500 Mts And Rd 500 To 1500 Mts Adv. Cost= 139.42 Lacs

BOQ

Name of Work:- LIS Barsoo- Modernization from RD 0 to 500 mts and RD 500 to 1500 mts Adv. Cost= 139.42 lacs
Sl. No. Item Description
1Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in:
2Earth work in bulk excavation by manual means over areas(exceeding 30 cm in depth as well as 10 sqm on plan)including disposal of excavated earth lead upto 50 m and lift upto 1.5 m as directed by Engineer-in-charge.All kinds of soil.
3Earth work in bulk excavation by mechanical means(hydraulic excavator) over areas(exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m,as directed by Engineer-in-Charge.
4Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials.
5Excavating,supplying anf filling of local earth(including royalty)mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenching,plinth,sides of foundation etc.complete.
6Silt clearance from canals.Inclusive of initial lead and lift(50 m & 1.50 m) Dry
7Boring with hydraulic pilling rigs with power units, providing and installing cast-in-situ single under reamed pile of specified grade concrete mix diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc all complete (Length of pile for payment shall be measured upto the bottom of pile cap).400 mm dia piles M-25 (A) For foundation block
8Providing and laying stone soling tightly hand packed under foundations footing etc. including carriages of materials from source to site of work complete in all respects.
9Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering all works upto plinth level.1:4:8 (1 cement: 4coarse sand:8 graded stone aggregate 20mm nominal size) crushed aggregrate
10Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering all works upto plinth level1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) crushed aggregrate
11Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centenng. shuttering, finishing and reinforcement-All work upto plinth level.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
12Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
13Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
14Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 fine sand)
15Extra for brick work in superstructure above plinth level upto floor V level. (By manual means)
16Cement concrete flooring 1:2:4 ( 1 cement: 2 coarse sand . : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.50mm thick with 20mm nominal size stone aggregate
17Providing and laying in-situ concrete lining using M- 20 nominal mix concrete(1:1.5:3) (max size of aggregate 20mm nominal). a)Bed
18b) Side Slopes
19Dry random rubble masonry with hard stone in foundation and plinth: Using quarry stone with bond stone.
20Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
21Centring and shuttering including strutting, propping etc. and removal of form for A)i. Foundations: footings, bases of columns etc. for mass concrete. ii.Saddle/Anchor Blocks iii.Pile cap for gangway piles. iv.Delivery tank walls/Notches. v.Lining wall
22B) Edges of slabs and breaks in floors and walls.(UNDER 20 CM WIDE)
23C).Lintels, beams, plinth beams, girders, bressumers and centilevers.
24D)Suspended floors ,roofs landings,balconies and access platform.
25E)Pile cap/tie beams of boundation block.
26F)Slab for F/block
27G)Columns for F/Block.
28H)Columns,piers,abutments, pillars,posts and struts
29Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centeringshuttering,finishing and reinforcement in 1:1.5:3 mix using 20 mm size agg. crushed
30Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
31Providing wood work in frames of doors, windows, clerestory windows and other frames Wrought framed and fixed in position (2nd class Kail wood)).
32Providing and fixing panelled or panelled and glazed shutters(30 cm thick) for doors, windows and clerestory windows including lSI marked M.S. pressed Butt hinges bright finished of required size with necessary screws excluding panelling which will be paid for separately,al! complete as per direction of engineer- in charge. Second kail wood
33Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 Float glass panes (4 mm thick) glass.
34Ply wood 5 ply, 9 mm thick
35Decorative ply wood one sided decrotive venere and commercial venere on other (face type one) IS 1328BWR Type
36Providing and fixing wire gauge shutters(30 mm thick) using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws.with lSI marked M.S. pressed butt hinges bright finished of required size.Second class kail wood
37Providing and fixing 40x5mm flat iron hold fasts 40cms long including fixing to frame with 10mm dia bolts, nuts and wooden plugs and embeddings in cement conc. blocks 30x10x15 cms 1:3:6 ( 1 cement: 3 coarse sand : 6 graded stone agg. 20mm nominal size).
38Structural steel work in single section fixed without connecting plate including strutting,propping etc and removal of formwork, A)Foundations, footings,bases of columns. B)Columns,piers,abutments, pillars,posts and struts.
39Structural steel work 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.(Welded).
40Providing and fixing G.I chain link fabric fencing and required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per direction of Engineer-in-Charge.Made of G.I wire of dia 4 mm
41Providing corrugated G. S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G. I limpet washers or with G. I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape whereever required. 0.63mm thick with zinc coating not less than 27 5gm/m2
42Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G. I. limpet and bitumen washers complete. 0.63mm thick with zinc coating not less than
43Providing and fixing of 1.8 mm thick M.S. sheet for eves boarding.The job includes fixing of M.S. sheet by electrowelding including applying of red- oxide primer and two coats of siver paint complete.
4415 mm thick cement plaster on rough side of single or half brick wall in (1 cement: 6 fine sand mix).
4512mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand)
4612mm Cement plaster of mix:1 : 4 ( 1 cement : 4fine sand)
4712mm Cement plaster finished with a floating coat of neat cement of mix:1 : 4 ( 1 cement : 4 fine sand)
4812mm Cement plaster finished with a floating coat of neat cement of mix:1 : 3 ( 1 cement : 3 fine sand)
49Extra towards allowance for formwork(for lining of canals side slopes)
50Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622(thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed
51Providing and fixing Ceramic gla.z:ed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 13755 of NITC.O, ORIENT, SOMANY, KAJARIA or equivalent make in colour such as White, Ivory, Grey, Fume Red, Brown laid on 20 mm thick bed of Cement Mortar 1: 4 ( 1 cement : 4 coa.rse sand) including pointing the joints withwhite cement and matching pigment etc., complete
52Marble stone flooring with 16 mm (average) thick marble stone (sample of marble shall be approved by engineerin- charge)over 20 mm (average) thick base of cement mortar 1:4 (1 cement:4 coarse sand) laid and jointed with cement slurry including rubbing and polishing complete with:Udaipur green marble
53Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and in including priming coat with cement primer
54Finishing walls with water proofing cement paint of required shade (New work (two or more coats) applied @3.84 kg/10sqm)
55Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
56Applying priming coat with ready mixed red oxide zinc chromate primer of approvedpink or grey primer of approved brand and manufacture on steel galvanised iron/steel works: Chain Link
57Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work i)Wood work in building. ii)Chain Link. iii)Gate
58Providing and fixing aluminium sliding door bolts lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :
59Providing and fixing aluminium tower bolts lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc.complete 150MM X 10MM
60100MM X 10MM
61Providing and fixing aluminium handles lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.
62Providing and fixing water closet squatting pan ( Indian type W.C. pan) with 100 mm sand cast Iron P or Strap, 10 litre low level P.V. C. flushing cistern including flush pipe (of approved make) \\"manually contro(led device (handle lever) conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required.Long pan pattern white vitreous china W.C. pan of size 580 mm.
63Providing and fixing Salem Stainless Steel A lSI 304 (18/ 8) kitchen sink as per I.S. 13983 with C.l. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required:
64Providing and fixing of P.V.C. waste pipe for sink or wash basin including P.V.C, waste fitting complete.Flexible pipe 40 mm dia..
65Providing and fixing of water geyser of approved quality 50 ltrs capacity including all fittings and charges,carriages,testing ,complete job.
66Providing and fixing of 500 ltr P.V.C. Synetex or equivalent make including all fittings and fixing charges,all carriages complete job.
67Providing and fixing of P.V.C. waste pipe/vent pipe of Prince make-Type B, complete 100 mm dia P.V.C. Pipe
6850 mm dia P.V.C. Pipe
69Providing and fixing of pipe specials of Prince quality(Type-B) bends, collar , traaps etc Of all size 100x 50x100mm tee(insp.Door)
7050mm dia door bend
7150mm dia cowel
72100mm dia collar
7350mm dia collar
74100mm p-trap/S-trap
75100mm dia bends
7650mm dia bends
77Supplying 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 confirming 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
78Providing and fixing ball bearing for rolling shutters.
79Concealed pipe including painting with anti-corrosive bitumastic paint, cutting chases and making good the wall 15mmφ Nominal bore
8020mmφ nominal bore
81Proving and fixing G.I pipes ( medium) complete with G.i fittings including trenching and refilling etc ( 15mmφ nominal bore)
82Providing and fixing ball valve (brass) of approved quality complete ( 15mmφ nominal bore)
83Providing and fixing 15 mm nominal bore C.P. stop cock (concealed) of standard design and of approved make conforming to IS : 8931
84Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931
85Providing and fixing 15 mm nominal bore of standard back type C.P. brass close hole basin mixer pillar tap of approved quality and make, weighing not less than 1.970 kg.
86Providing and fixing 15 mm nominal bore C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
87Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour:450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms.
88Providing and fixing PTMT shelf 440 mm long , 124 mm width and 36 mm height of approved quality and colour, we1ghing not less than 300 gm
89Providing and fixing lighting points in 1.5 sqmm multistrand pvc copper wire to be laid in conduits includind providing and fixing of 5-A switches,complete job
90Providing and fixing heating points in 2.5 sqmm multistrand pvc copper wire to be laid in conduits includind providing and fixing of 16-A switches,complete job
91Providing and fixing of 1200 mm sweep ceiling fans complete with accessories including dimmer of ISI mark complete
92Providing and fixing of exhaust fan in 1.5 sqmm stranded wire to be laid in conduits providing and fixing of exhaust fans,suitable switches complete.
93Providing and fixing of MCB-16A of Indocap complete.
94Providing and fixing of MCB distribution box 10 way main double door system ,complete job.
95P/F of M.S. expanded metal mesh of 20x20mm size and 1.6mm thick for gable openings duly fixed on angle frame by electrowelding including applying of approved priming coat rtc. Complete job.
96Dismantalling old plaster or skirting,racking out joints and cleaning the surface for plaster incl.disposal of rubbish within 50 mtrs lead.
97Extra for addition of synthetic polyester triangular fibre of length 12 mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/ RCC/ Flooring /water retaining structures by using 125 gms of synthetic polyester triangular fibre for 50 kgs cement used as per directions of Engineer-in-Charge:-
98Carriage of materials from divisional store/source to actual site of work by mechanical transport including loading ,unloading and stacking,complete. Cement and Steel(15 km avg)
99Sand/ 20mm aggregate from 8km
10040mm Aggregate(8 km avg)
101Stone soling from 10 kms avg.
102Bricks
103Stones
104Carriage of materials from dumping site to actual site of work including loading ,unloading and stacking etc. complete by manual labour for an average lead of 200 mtrs Steel
105Cement
106Sand/ 20mm aggregate
10740mm Aggregate
108Stone soling
109Bricks
110Stones
111Add cost of Rapidite for cold weather concreting@1 Ltr/Bag
112Fabrication, providing, fitting of MS foundation bolts J-type. The bolts shall be fabricated out of 20 mm thick MS round bars and shall be 450 mm long. The bolts shall be J- type at the bottom. The bolts shall be threaded up to 100 mm at top. Each bolt shall be fitted with nuts and washers of required size. The bolts shall be grouted in the cement concrete foundation block for installation of the Three No base frames of the pumping units. NOTE: The job needs to be executed at the time of laying of base structure
113Dismantling of the three No. 10 cusecs pumping units from the base frame after disconnecting it from suction/delivery sides. The job involves shifting 02 No pumping units to the new installation spot (new pile type structure) along with respective base frames after cutting/removing of the damaged base bolts using suitable means. The job shall also include shifting of all the allied fitting of suction circuit which include bends, foot valves and tail pieces from existing position to new site of installation on pile structure. The job also includes dismantling of the priming circuit and shifting the same to new site of installation along with all accessories.
114Installation of the available three No. MS Base frames on the newly constructed structure with proper alignment. The available 03 No pumping units shall be rested on base frames. The job includes providing and fitting of new 12 No Base bolts of required size for safe fixing of the Three No. pumping units on respective base frames. The job further includes providing/fitting of TC -16 and TC17 rubber Tyre for couplings (01 No each), and nuts/bolts for couplings and new nuts/ bolts/ RI Cloth washer for fitting of the flanged bends.
115Fabrication/Providing and fitting of 6 mm thick, 300 mm dia. MS Pipe to be fitted on the delivery side of 10 cusec pumping units connecting with existing pipelines. The job also includes fabrication and providing of MS bends/offsets to delivery pipeline as per site requirement. The job further includes providing and fitting of vertical angle iron supports to delivery mains at suitable locations duly grouted in concrete. c Tolerances As per clause 12.3 of IS:3589.
116Fabrication/Installation/relocation/realignment of already dismantled and shifted existing departmental 300 dia MS Suction/Delivery pipes for unit No. 1, 2 & 3 respectively. The suction pipes shall be welded in multiple flanged pieces ( preferably in 1 mtr lengths) along with installation of existing foot valves etc. The job further includes providing/fitting of new nuts/ bolts/ RI Cloth washer for fitting of the flanged joints. The job includes proper alignment, cutting/welding of pipes as per site requirement. The job further includes providing and fitting of 300 mm dia MS flanges (9 Nos.) having a thickness of 12mm.
117Providing, installation, testing and commissioning of 250 – 400 lpm priming pump coupled with 3 HP capacity single phase electric motor on common base frame. The unit shall be of standard quality / reputed make. The priming pump shall be installed at foundation block.The job also comprises of replacement of 50mm dia. CI Butterfly valves ( ISI certified reputed make, 3 Nos.) nuts, bolts, washers of required number and size, gaskets etc. The job also comprises of p/f of 50mm dia GI Pipe, Flanges, bends as per site requirement.
118Fabrication/Providing and grouting of 200 mm dia. MS Pipe tail pieces of length 2 Mtr each to be grouted in the concrete base structure at the time of construction for erection of gantry.Dismantling of existing gantry and shifting the same to new site of installation. The job involves erection of vertical posts along with fixed ladder by welding the same on grouted tail pieces. The job further involves Fabrication /providing/fitting of 250mmx250mm, 12mm thick MS plate on two ends of the vertical posts using electric arc welding for resting the horizontal beam. The job includes permanent providing and fittings of ISMB 250, 9 M in length, horizontal beam at the top of the vertical posts by way of electric arc welding.
119Providing /installation/testing of 3 Ton capacity chain pulley Block (Indef or Pull Lift Make) for pump house gantry having 06Mts lift including operating chain ,clamp and steel rope for fitment of chain pulley block to be hanged on ISMB-250 horizontal main beam of pump house gantry. The job includes testing of the same on full load. The job also includes Providing of Ring Spanner Set of Size (12/13 to 30/32) (01 complete set), Cutting Pliers, 8 inch: (01 No), Screw Driver 8 inch (01 No)
120Providing/ fitting /testing at site unarmored, 3/3.5-core Aluminium cable. The cable shall be of size 120 sq mm (Grindlays/Havels/Imperial make) and shall be as per relevant IS Specifications. The cable shall be installed from Starter to motor for Three pumping units. The job includes Providing and fitting of 120sq mm. adequate size/ capacity Aluminum terminals of reputed make & crimping of the terminal ends of the cable with hydraulic crimpling tool.
121Providing and fitting of 10 mm square 3-core/4-core Aluminum cable of reputed make for operation of the priming motor. The job also includes providing and fitting of proper cable terminals and crimping the same using a crimping tool.
122Providing/applying of steel primer to whole MS fabricated structure which shall be followed by two coats of blue shaded water proof paint.
123Design, Manufacture, Supply, Installation, Testing & Commissioning of horizontal centrifugal Pumping unit . The pumping unit shall have the following specifications:-A. PUMP:-Discharge = 10 CusecDynamic Head = 12 Mtr.Speed = 980 RPMType of pump = Centrifugal, Mixed flow, split casing type Make = Kirlaskar/Mathar and Platt (M&P)/Flowmore/WPIL MATERIAL OF CONSTRUCTION:Impeller = Stainless Steel ASTM 351/CF-8M/BronzeImpeller Nut = Stainless Steel ASTM 351/CF-8MCasing lines/Wearing Ring= ASTM 351/CF-8MImpeller Shaft = Stainless Steel AISI 410Stuffing Box = Cast IronGland = Bronze grade V of IS: 318Fasteners = High tensile SteelShaft Sleeve = Stainless Steel AISI 410Pump Casing = Close fine grained Cast Iron conforming to IS:210 grade 20B. MOTOR:- Type = Three phase, squirrel Cage, Electric Induction Motor Rating = suitable for 10 cusec, 12 M dynamic head Speed = 960 (Synchronized) Operating Voltage = 400 + 10 % Volt Frequency = 50 Hz Class of insulation = F Type of Duty = Continuous Type of enclosure = TEFC / SPDP. Make = Crompton Greaves/ABB/KBL/Seimens/BHEL The motor shall confirm to IS: 325 with latest amendments. The pumping unit shall be complete with Mild Steel Base Frame, fabricated as per IS 226 or IS 2026, requisite number of Foundation Bolts, and Pump - Motor coupling Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57414182
AUTHORITY Government Departments
TENDER VALUE 1.39 Crore
LAST DATE 01-10-2026
Authority
Authority Name Irrigation And Flood Control Department
Work Description Tender for Lis Barsoo- Modernization From Rd 0 To 500 Mts And Rd 500 To 1500 Mts Adv. Cost= 139.42 Lacs
Basic Detail
Tender No NIT 14 of 2026-27
Bidding Type Tender
Location
City Pulwama
State Jammu and Kashmir
Key Dates
Publish Date 08 Sep 2026
Submission Date 01 Oct 2026
Open Date 02 Oct 2026
Finance
Tender Value 1.39 Crore
Tender Fee 5000
EMD 2.78 Lakhs
Exemption Not Available
Document List
BOQ_1091694.xls
Tendernotice_1 (19).pdf
57799d25-ec76-4291-9539-b1639d78a568.html

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Tender Timeline

Sep 08, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 01, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 16 days
Oct 02, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 17 days

Tender Documents

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xls

BOQ_1091694.xls

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Tendernotice_1 (19).pdf

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57799d25-ec76-4291-9539-b1639d78a568.html

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