Tender For Construction Of Pipe Water Supply Scheme At Tetali Tal. Jaoli Dist- Satara
Tender Value
49.75 Lakhs
Estimated cost
Bid Submission
27 Jan 2023
0 days left
EMD
49756
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jaoli → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Pipe Water Supply Scheme At Tetali Tal. Jaoli Dist- Satara
BOQ
| Sl. No. | Item Description |
| 1 | Sub Work No.1:- Pumping Machinary |
| 2 | Item No. 1 - Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding.Pump shall be suitable fopr various delivery head and discharge with stainless steel shaft.Motor suitable for working on 415 V+/- 10%, Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraullc thrust.The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"sdesign.Antithrust stream lined non return valve shall be provided with the pump 3 m. Submersible copper conductor cable, in single/double run and 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump. |
| 3 | A) 7.50 Submerssible Pumpset |
| 4 | Item No. 2 - Providing & Supplying & layingISI mark GI Pipe of 65 mm dia GI med.class and dia including all local and central taxes, octroi, inspection charges transportation to stores all labour worketc. complete |
| 5 | Item No. 3- Providing ISI mark GI Tee of 65 mmclass and dia including all local and central taxes, octroi, inspection charges transportation to stores etc. complete (IS- 1239-2004) |
| 6 | Item No. 4- Providing ISI mark GI Bend of 65 mmclass and dia including all local and central taxes, octroi, inspection charges transportation to stores etc. complete (IS- 1239-2004) |
| 7 | Item No.5 - Providing & fixing MS flanged specials including all matrial & labour charges etc. comp. |
| 8 | M.S. 16 S.W.G. to be used for fabrication of boxes panel boards etc. including cutting bending drilling welding cleaning and painting with one cost of enameled paints etc. |
| 9 | Providing & fixingself locking arrangement with duplicate keys duly errected flush with panels surfaces of cupboards etc. |
| 10 | Supplying & erecting triple pole clad/metal clad N.C. Type rewirable the switch 415/500 V of suitable rating with neturalline approved make errected on angle iron frame 63 AMP |
| 11 | Supplying & erecting Front operated Rotary Change Overswitch for cubical pannel suitable for 3 phase 415 V 50Hz 63 AMP |
| 12 | Providing erecting & commissioning earth leakage Circuit breaker ( ELCB/Rccb ) of suitable rating as below working on residual current 30 MP sensitively and max 30 M sec. tripping in timetest knob fascility free trip mechanism operating for reted leakage and normal 10 VAC and also in both natural open snapping condition etc. with short circuit 1983 complete including all materials copper leads lugs screws etc. erected in provided MSbox with window, etc.63 Amp. 2 pole |
| 13 | Supplying & Erecting Marine Plywood 12 mm thick fixed on wall or provided panel board for fixing kitkat fuses & metere etc withnecessary material |
| 14 | Item No 14 - Supplying and erectingsets of three pilot lamps all bakelite with colour glases with miniature lamps 230/250 volts erected on provided MS box with pannel type fuses and connected with P.V.Ccopper wire etc. |
| 15 | Providing and erecting voltmeterAC 50Hz , 0 to volts of suitable ranges flush type complete erected in provided MS box and connected to supply by P.V.Cwire. |
| 16 | Providing, erecting Ammeter AC50 Hz 440 V of suitable range flush type completeerected in provided MS Box & connected to supply 0-100Amp |
| 17 | Supplying & erccting bank of metalised poplypropylene condensers with standard capacities of 2,3,5,7,12,.5 & 15 KVAR units of P.F. correction for operation on three phase 50c/s 400 V (+10%) with externally dischaging resistances,earthing terminals & built on angle iron or channel iron frame work & provided with terminal cover box complete erected on provided iron bracket dully tested. |
| 18 | Supplying & erccting plain flat flexible submersible cable with copper conductor, PVCinsulated andPVC Sheated3 Core 10 Sqmm cable |
| 19 | Supplying & erccting Galvanised cast iron earthg plaate size 60*60*0.6 buried in specifically perpared earth pit ( top edge of below ground leavel )refilling with 30kg charcoal & salt in alternate layers necessaty length of double GI earth strip connected to the plate with cadmium plate GI nut bolts 12mm dua wuth bituminous compound & connected to the nearest switchger with end socket as per direction & duly tested earth tester |
| 20 | Supplying erecting fully automatic DOL starter to operate sqirrel cage induction motoron 380-440 V,3 ph,50 Hz With no volt coil overload element with necessary mataerial &connected to supply, etc. complete. Starter with original sheet steel encloser, with contactor rating 12 Amp. (upto 10.0 HP) |
| 21 | Iron work for pannel board or for other purpose complete with bending cutting drilling and welding complete erected at position with necessary materials dully painted with one coat of red oxide and two coats of enamel paints to match the switchgear or as directed of Authority |
| 22 | SUB WORK NO.:-2- RISING MAIN |
| 23 | ITEM NO.1- Providing & Supplying in standard length ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of coupler as per IS specification no. 4985/ 1988 offollowing dia.including all taxes central & local, transportation, loading unloading stacking the same in closed shed duly protected from sun rays & rain including cost of jointing material i.e. solvent cement etc. comp. |
| 24 | 75 mm dia 10 kg HDPEPipe |
| 25 | ITEM NO.2- Excavation for foundation in following strata including removeing the excavated material upto a distance of 50 m. & lift as below including stacking & spreading etc. comp. |
| 26 | (A) SOIL |
| 27 | (B) HARD MURUM |
| 28 | (C) Soft Rock |
| 29 | (D) Hard Rock |
| 30 | ITEM NO.3- Lowering , laying & jointing PVC pipes & specials of following dia. Including cost of convenace from store to site of work including cost of all labour, material expect cement solvent rubber ring giving satisfactory testing etc. comp. |
| 31 | 75 mm dia 10 kg HDPEPipe |
| 32 | ITEM NO.4 -Providing & supplyingValve Lowering , laying & jointing non return Valvein position following dia valves including cost of all labour jointing material including nut bolts and giving satisfactory testing etc comp. |
| 33 | [A]65 mm dia.Non Return Valve |
| 34 | [B]20mm dia. Air value |
| 35 | [C]65 mm dia.Sluice Valve |
| 36 | ITEM NO.5- Providing and constructing B.B. Masonary valves Chamber with 15 cm thick 1:3:6 proporting P.C.C. bedding excluding excavation B.B. Masonary in c.m. 1:5 proportion precast R.C.C. frame and cover etc. complete as directed by Engineer in charge etc. 90 x 0.45 x 1.20 cm |
| 37 | ITEM NO.5- Refilling the excavated trenches with available excavated stuff with soft material first over pipe line & then hard material in 15 cm. layer with all lead & lift consolidaton surcharging etc. comp. |
| 38 | Sub Work No. 3 :- RCC ESR 50000 Liters(GAOTHAN) |
| 39 | Item No 1 . Designing (aesthetically) and constructing RCC elevated service reservoirs of folowing capacity with RCC staging consisting of columns,internal and external bracings spaced vertically not more than 4.5meters centre to centrefor ESR having capacity up to 500 Cum. & including excavation in all types of strata , foundationconcrete,cement plaster with water proofing compound to inside face of container including refilling disposing of the surplus stuff within a lead of 50 meters. all labour & material charges including lowering. laying . erecting.hoisting & jointing of pipeassembly of inlet ,outlet, washout,overflow :& bypass arrangements as per departmental design, providing & fixing accessories such as M.S. ladder, C.I.mainhole frame & covers water level indicatiors , lightening conductor, G.I. pipe railing around walk way&top slab, providing spiral staire case from ground levelto rooflevel, M.S. grill gate of 2 mtr. height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts. providing & applying three coats of cement paint to structure including roof slabepoxy painting to internal surface & anti tr\ermite treament forunderground parts of the structure & giving satisfactory water tightness test as per I.Scode ,the job to include painting the name of the scheme & other details on the reservoir as per directions of Eng- in- charge. |
| 40 | Note. |
| 41 | 1) The design of the structure be in accordance with relevent IS3370-1965 or revised) |
| 42 | 2) The design shall satisfy the stipulations as per IS 1893-1984 and IS 13920/1993 for seismic force and IS 11982/1985 for RCC staging of overhead tanks. |
| 43 | 3) For designhaving more than 6 columns provision of internal bracing is obligatory. |
| 44 | 4) The entire structure shall be in M-250 mix only. |
| 45 | 5) Plain round mald steel bars grade-I confirming to IS 432 part-1 or high yield strength deformed bars condirming to IS 1786 or IS 1139 shall be used grade-II mild steel bars will not ne allowed. |
| 46 | 6) Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. |
| 47 | 7) These rates include providing M.S ladder for ESR\"s upto 2 lakh liters capacity an providing spiral staircase for ESR above 2 lakh liters capacity. |
| 48 | 8) Stagging shall have to be designed with stresses of m-150 concrete but actual constructing shall be done in M-250 concrete with sections worked out eith M-150 designed. |
| 49 | 9) These rated are including the cost of uplift pressure if any and entire dewatring during execution. In case of water logging area where water is struch at shallow depth extra provision of dewatering shall be made as per site condition. |
| 50 | 10) All conditions given in the Member Secretary\"s Circular No.MJP/TS-I/350/1668/ dt.2-8-97 and MJP/TS-1/350/2127 dt. 13-7-99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below. |
| 51 | 11) 75% part rate shall be payable for reinforcment, concrete and plastring items of all types of ES Rs till satisfactory hydraulic testing for water tightness in given: and till that work shall be treated as incomplete. |
| 52 | Note. |
| 53 | 1) Conditions form Sr. No 1 to 11 shall form a part and parcel of the tender and must be included in the draft tender papers for works of RCCESR |
| 54 | 6.00 mtr stg height |
| 55 | ESR Capacity - 50000 litrs |
| 56 | cost of 50000 lit = 1142482.00 x 30 % + 342744.60 = 1485226.60 |
| 57 | 12 to 8 stg - 4 m x 2% =8% |
| 58 | 8 to 6 stg -2m x 3% =6% |
| 59 | total reduced rate = (1485226.60 - 207931.72) |
| 60 | basic rate1277294.88 |
| 61 | Basic Rate -=1277294.88 + 5% Sesmic zone IV+10% H.A |
| 62 | = 1277294.88 + 63864.74 + 127729.40 =1468889.02 |
| 63 | total rate - 1468889.02 |
| 64 | Item No. 2 - Providing and supplying at site of work CI D/F valves of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. complete |
| 65 | (A) 80 mm dia Sluice Valve PN 1.0 |
| 66 | Item No. 3 - Providing and supplying ISI mark GIpipesof following class and diameter including all taxes (Central and local),loadingunloading, stacking,transportation to site etc. complete |
| 67 | (A) 80 mm dia G. I. Pipe Med Class |
| 68 | Sub work :- 4 - Distribution system |
| 69 | ITEM NO.1- Providing & Supplying in standard length ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of coupler as per IS specification no. 4985/ 1988 offollowing dia.including all taxes central & local, transportation, loading unloading stacking the same in closed shed duly protected from sun rays & rain including cost of jointing material i.e. solvent cement etc. comp. |
| 70 | A) 75 mm dia.HDPE. 6 kg/cm2 Pipe |
| 71 | B) 63 mm dia. PVC 4 kg/cm2 Pipe |
| 72 | C) 65 mm dia. (M) G.I. Pipe |
| 73 | D) 50 mm dia. (M) G.I. Pipe |
| 74 | ITEM NO.2 - Providing & supplying Sluice Valve of following dia. Including all taxes central & local transportation to site loading unloading etc. comp. |
| 75 | [A]65 mm dia.Sluice Valve |
| 76 | [B]50 mm dia.Sluice Valve |
| 77 | ITEM NO.3- Excavation for foundation in following strata including removeing the excavated material upto a distance of 50 m. & lift as below including stacking & spreading etc. comp. |
| 78 | (A) SOIL |
| 79 | (B) HARD MURUM |
| 80 | (C) Soft Rock |
| 81 | (D) hard Rock |
| 82 | ITEM NO.4 - Filling in plinth & floors murum bedding in trenches with approved murum from excavated material from foundation in 15 to 20 cm. layers including watering & compaction etc. comp. |
| 83 | ITEM NO5- Lowering , laying & jointing PVC pipes & specials of following dia. Including cost of convenace from store to site of work including cost of all labour, material expect cement solvent rubber ring giving satisfactory testing etc. comp. |
| 84 | A) 75 mm dia.HDPE. 6 kg/cm2 Pipe |
| 85 | B) 63 mm dia. PVC 4 kg/cm2 Pipe |
| 86 | C) 65 mm dia. (M) G.I. Pipe |
| 87 | D) 50 mm dia. (M) G.I. Pipe |
| 88 | ITEM NO.6- Lowering , laying & jointing in position following dia valves including cost of all labour jointing material including nut bolts and giving satisfactory testing etc comp. |
| 89 | [A]65 mm dia.Sluice Valve |
| 90 | [B]50 mm dia.Sluice Valve |
| 91 | ITEM NO.7- Refilling the excavated trenches with available excavated stuff with soft material first over pipe line & then hard material in 15 cm. layer with all lead & lift consolidaton surcharging etc. comp. |
| 92 | ITEM NO.8- Hydraulic testing of PVC Pipe line to specified pressure including cost of all material and labour and water for testing for specified length including cutting placing end caps making arrangement for filling safe water using reciprocating type pumps which should be abel to provide specified test pressure gauges and other necessary equipment labour operartion charges etc. required for testing the rate under this item shall also include cost of retesting if necessary and reinstarting to orignal position. |
| 93 | A) 75 mm dia.HDPE. 6 kg/cm2 Pipe |
| 94 | B) 63 mm dia. PVC 4 kg/cm2 Pipe |
| 95 | C) 65 mm dia. (M) G.I. Pipe |
| 96 | D) 50 mm dia. (M) G.I. Pipe |
| 97 | ITEM NO.9- Providing and constructing B.B. Masonary valves Chamber with 15 cm thick 1:3:6 proporting P.C.C. bedding excluding excavation B.B. Masonary in c.m. 1:5 proportion precast R.C.C. frame and cover etc. complete as directed by Engineer in charge etc. 90 x 0.45 x 1.20 cm |
| 98 | Item No 10 - Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour from compounded PE80/ PE100 pipes, in pressure rating SDR11 with min PN12.5 virgin polymer and compatible with PE80/PE100 rated for water application and shall be inclusive of all cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete. |
| 99 | Coupler 75 mm dia |
| 100 | Reducing Tee 75 X 40 mm |
| 101 | LNPE |
| 102 | Sub work No. 1 -Pressure Filter Room (Size - 6.00 m x 4.50 m ) |
| 103 | a. Excavation for foundation/pipe trenches in earth, soil of all types, sand, gravel & soft murum,including removing theexcavated material upto a distance of 50 m and lifts as below, stacking and spreading as directed, manual dewate-ring,preparing the bed for foundation and excluding back-filling etc. complete.Lift 0 to 1.5 M |
| 104 | b. Excavation for foundation/pipe trenches in soft rock & cement & lime masonary foundation asphalt road includi-ng removing the excavated material up to a dista-nce of 50 m metres and lift as below, stacking andspreading as directed, manual dewatering, preparing the bed for found-ation and excluding backfillingetc. complete. Lift 0 to 1.5 M |
| 105 | Filling in plinth & floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering & compaction complete. |
| 106 | Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/granite/quartize/gneiss metal for foundation & bedding including dewatering, form work, compacting and curing,finishing etc. complete with initial lift of 1.5 M below /above ground level. |
| 107 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete |
| 108 | Providing and laying in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC.includingnormal dewatering, formwork,centering, compaction, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-250 grade in foundation Raft /footing |
| 109 | Providing and laying in situ cement concrete of trap/ granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC. includingnormal dewatering, formwork, centering, compac-tion, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surfa-ce wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-250 grade in Columns |
| 110 | Providing and laying in situ cement concrete of trap /granite /quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC. includingnormal dewatering, formwork,centering, compact-ion, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-250 grade inBeams/ Lintes |
| 111 | Providing and laying in situ cement concrete of trap/granite /quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC.includingnormal dewatering, formwork,centering, compaction, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-200 grade Slabs/Landings/Vertical walls/Waist-slabs/Steps for staircase. |
| 112 | Providing and laying in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC.includingnormal dewatering, formwork,centering, compaction, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-200 grade Chajjas/parapet/pardes |
| 113 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detail designs, drawings and schedules, including cutting, bending,hooking the bars, binding with wire or tack welding and supporting as required etc. complete (including cost of binding wire) Tor steel |
| 114 | Providing internal cement plaster 20mm thick in two coats in cement mortar 1:4 without neeru finish, to concrete,brick surface, in all positions including scaffolding and curing complete |
| 115 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete |
| 116 | Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15 mm thickness reinforced with 35x35x5mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar suspension shaft of minimum 32mm diametre, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 6248 - 1979 |
| 117 | Providing and fixing steel windows of various size as per detailed drawingsclass, window with plain obscured glazed shutters with ventilators or fan light as per detailed drawings including the teak wood window frame 60 x 100 mm, iron fixtures and fastening and finishing the woodwork with oil paint 3 coats etc. complete. |
| 118 | Providing and laying Polished Shahabad Stone flooring 25mm to 30mm thick and required width wide in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, filling joints, with neat cement slurry, curing, polishing and cleaning etc. complete. |
| 119 | Providing and applying Apex Paint of approved colours and shade to old/new surface, including scaffolding, preparing the surface to receive the priming coat etc. complete. |
| 120 | Providing and applying two coats of water proff cement paint of approved colours and shade to plastered surface, including scaffolding, preparing the surface curing etc. complete |
| 121 | SUB WORK -8- Providing & Making House hold Connection |
| 122 | Item No-1 -Providingand makingUPVC/MDPEpipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in |
| 123 | A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul)for HDPE & PVC pipe |
| 124 | For MDPE/UPVC Pipe Service Connection on Disribution main |
| 125 | With Road Crossing |
| 126 | For 15 mm Service connection |
| 127 | For 20 mm Service connection |
| 128 | Without Road Crossing |
| 129 | For 15 mm Service connection |
| 130 | For 20 mm Service connection |
| 131 | Aqua Zeosorb Catalytic Oxidation Filtetration Plant |
| 132 | Name board |
| 133 | Item No 1 -Providing and fixing Information sign board of size 1.20 x 0.75 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 3 mm. with cross bracing of size 25 x 25 x 3 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground, red Retro reflective sheet Engineering grade, border / letters / numerals and arrow. coated with non pealable crystal clear protective transparent coat retaining 100% relection including one number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 25 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60cm x 75 cm. size as directed by Engineer-in-charge etc. complete. |
AI Tender Summary
Tender Timeline
Jan 20, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 27, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 30, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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