Tender For Construction Of Magzine Building At 149 Bn (Now 35 Bn) Bsf Dabla-Ii Under Shq Bsf Jaisalmer(S). (Civil Work)
Tender Value
1.12 Crore
Estimated cost
Bid Submission
30 Jul 2026
0 days left
EMD
2.25 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
Jaisalmer → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Magzine Building At 149 Bn (Now 35 Bn) Bsf Dabla-Ii Under Shq Bsf Jaisalmer(S). (Civil Work)
BOQ
| Sl. No. | Item Description |
| 1 | CIVIL PORTION 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 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 3 | Filling available excavated earth (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 m and lift upto 1.5 m. |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 8 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 10 | 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 reinforcement1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for :Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars |
| 19 | 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 20mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 20 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 21 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 22 | Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. |
| 23 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece. |
| 24 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick. |
| 25 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 26 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase |
| 27 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 28 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter |
| 29 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm |
| 30 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 31 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 32 | 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) |
| 33 | Distempering with oil bound washable distemper of approved brandnand manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 34 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 35 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 36 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 37 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
| 38 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 39 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 40 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. |
| 41 | Modified estimated cost after using correction factor on 2023 (Items No.01 to40 ) on account of GST @ 0.973 x 9739656.00 |
| 42 | point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group B |
| 43 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 44 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.i) 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 45 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/recessed steel/ PVC conduit as required. 3 x1.5 sq mm |
| 46 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 47 | Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc. as required. |
| 48 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess,complete with tinned copper bus bar, neutral bus bar, earth bar,din bar, interconnections, powder painted including earthing etc.as required. (But without MCB/RCCB/Isolator) i) 06 way Double door |
| 49 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. i) Single pole |
| 50 | ii) Double pole |
| 51 | Earthing with GI earth pipe 4.5 metre long x 40 mm dia including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (with charcoal or coke and salt) as required |
| 52 | Providing and fixing 6 SWG dia G.I. Wire in 15 mm dia GI pipe from earth electrode i/c connection with GI nut bolt spring washer exacavation and refilling etc as required. |
| 53 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. |
| 54 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. With charcoal/ coke and salt as required. |
| 55 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required |
| 56 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 57 | Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. |
| 58 | Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on surface of wall for lightning conductor complete as required.(For horizontal run) |
| 59 | Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on surface of wall for lightning conductor complete as required. (For vertical run) |
| 60 | Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 Nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required |
| 61 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. Direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc complete as required. (REX Polyextrusion / Jain Irrigation / Duraline / Avadh Polytube/ Gemini make). 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 62 | Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required |
| 63 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.(a) 2 X 25 sq. mm (22 mm) |
| 64 | (b) 3.5 x 70 sq. mm (38mm) |
| 65 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. make LK/ Havells/ABB a) 100Amp,30KA,FPMCCB |
| 66 | b) 125 Amp,36KA,FPMCCB |
| 67 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift , including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. In all kinds of soil (for foudation of pole) |
| 68 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : Cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 69 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns |
| 70 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster |
| 71 | Supplying and Laying of one number XLPE insulated and PVC sheathed, armoured, power cable of 1.1 kV grade of 3.5x70 SQMM cable direct in ground including excavation and refilling the trench etc. as required, but excluding sand cushioning and protective covering. |
| 72 | Supplying and Laying of one number aluminium conductor, XLPE Insulated, PVC sheathed, armoured power cable of 1.1 kV grade , confirming to IS : 7098 (Part-1) 1988 of 2 X 25 sqmm in the existing HDPE/RCC/ HUME/ METAL pipe as required. (ISI marked Make Havells /Polycab/ Finolex /CCI /KEI /RR Kabel) |
| 73 | Supplying and Laying of one number aluminium conductor, XLPE Insulated, PVC sheathed, armoured power cable of 1.1 kV grade , confirming to IS : 7098 (Part-1) 1988 of 3.5 X 70 sqmm in the existing HDPE/RCC/ HUME/ METAL pipe as required. (ISI marked Make Havells /Polycab/ Finolex /CCI /KEI /RR Kabel) |
| 74 | Supplying and Laying of one number aluminium conductor, XLPE Insulated, PVC sheathed, armoured power cable of 1.1 kV grade , confirming to IS : 7098 (Part-1) 1988 of 2 X 25 sqmm in the existing masonry open duct , for loose connection etc as required. (ISI marked Make Havells /Polycab/ Finolex /CCI /KEI /RR Kabel) |
| 75 | Supplying and Laying of one number aluminium conductor, XLPE Insulated, PVC sheathed, armoured power cable of 1.1 kV grade , confirming to IS : 7098 (Part-1) 1988 of 3.5 X 70 sqmm in the existing masonry open duct , for loose connection etc as required. (ISI marked Make Havells /Polycab/ Finolex /CCI /KEI /RR Kabel) |
| 76 | Supplying and Errection of 7 Mtrs hight G.I. octagonal pole on the existing foundation with following specifications - Bottom - 130 mm, Top - 70 mm , thick- 3 mm (bottom & top section) hot deep galvanise sheet , Base plate- 225 mm X 225 mm X 12 mm, foundation bolt size - 24 mm dia, bolt length - 750 mm, Nos of holes - 04 Nos, Foundation Bolt - 04 Nos including supply and embedding 2 Nos. 63 mm dia DWC HDPE pipe for cable entry (from bottom of foundation to top of foundation for cable entry ), with inbuilt resistance,weathproof electrical junction box having terminal blocks for looping in /looping out of cables, din rail, 32 Amp connectors etc mounted on bakelite sheet for flush door having locking arrangement etc. as required as per manufacturer specification and as mentioned in the NIT Make - Crompton /Surya/Utkash/Bajaj/Jindal |
| 77 | S/I/T/C of Single arm bracket having cap made out of 80 mm dia GI pipe (Medium class),300 mm long and arm made out of 40 mm dia GI Pipe (Medium class) , 0.5 Mtr long to be welded with cap including fixing the bracket with 04 Nos GI nut on existing 07 mtr octagonal pole including connection testing etc as required as per direction of engg-in-charge. |
| 78 | S/I/T/C of 45 watt energy saving and environmentally friendly LED Street light made up of pressure die-cast aluminium housing with front cover toughned grass, with IP-66 protection, Lumen efficacy of LED > 110 lm/watt with protected by surge protection device(SPD), on existing bracket fixed on 07 mtr ( appox.) long pole including connection of LED street light luminaire etc. as required.(Fittings will be warranted for min 05 years from the date of installation necessary certificate in this regard will be provided by the contractor through authorized dealer / stockist from whom it was procured). Make Surya/ Havells/ Philips/ Crompton/ Orient/ Bajaj or equivalent make and as per Engg-in-charge |
| 79 | Supplying, Installation, testing & Commissioning of Flameproof /Explosionproof tube light 16/20W LED fixture complete with 16/ 20 Watt LED tube lights directly on ceiling / wall including connection with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable, earthing etc. as required. make crompton ref. EXTN2LT8-16/20 or with similar specifications in Philips / Havells /Bajaj) |
| 80 | Supply, Installation, testing and commissioning of Cast Aluminium Powder Coat Surface Mounted 40 W White Flameproof LED Lights with with IP-66 which is to be fixed in the existing braket including connection, testing, etc as required.. Make Crompton ref. FWL1318-40-CDL-M/ Philips/ Bajaj/ Orient/ Havells ). |
| 81 | Desigining,Fabrication Supply/ installation/ testing and commissioning of compartmentalised type outdoor feeder piller, double door made out of 2.0 mm thick CRCA powdered coated sheet having 200 amps, 04 nos insulated aluminium bus bars and to accommodate following accessories, front & back openable door with proper hinges, R-Y-B LED indicators and P & F of internal connection with suitable size of copper wires, following accessories & angle iron frame of suitable size with 600 mm long legs made out of 50 mm x 50 mm x 5 mm thick angle & grouting the same in suitable cement concrete foundation, arrangement for incoming & outgoing cables, cable termination, earthing, locking, interconnection etc. as required. (CPRI Approved builder). The feeder pillar should have Indicating lamp (LED type) 22.5 mm 230 volt AC Red, Yellow and blue make LK/Havells/simens- 03 nos, CT Ratio (Amp) 100/05, accuracy class 1, burden 05 VA - make LK/AE/Trinity -03 nos, Digital Multifunction meter (VAF + PF) make LK or equivalent in AE/Siemns- 01 No, Earth studs on both side.The feeder pillar should have provision to acccomodate 125 Amp , 4 Pole MCCB-1 No as a incommer and , 100 Amp 4 pole MCCB -01 nos -as spare ,63 Amp , 2 Pole MCCB-05 No as outgoing) . The design of the feeder pillar should got approved from Competent Technical authority before fabrication. (The Fp should be of approx size 900 x 500 x 350 mm deep (area of Feeder pillar is taken in sq mm face area) |
| 82 | Providing and fixing of following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 63 A, 25 KA, 2 Pole MCCB.(Make Havells/C&S/LK) |
| 83 | SITC of cubical type out door joint box having size 450 mmx 450 mmx 200 mm having doors on both side fabricated with 2.03 mm thick CRCA powdered coated sheet mounted on 35 mm x 35 mm x 5 mm angle iron frame, having 600 mm long 04 nos leg stand erected in cement concrete 1 :3 :6 (1 cement :3 coarse sand : 6 graded stone 40 mm nominal size) foundation i/c excavation 30 Cm below the ground. The legs paint with primer and balck paint as required and consisting of following accessories. 04 nos aluminium bus bar strip suitable for 200 Amp current carrying capacity having size and also suitable space for Incoming and outgoing cable. |
| 84 | Supplying and fixing of ABC powder type fire extinguisher having capacity of 4.0 Kg with rechargeable features ,operating temparature -10 to 160 degree including test report etc as required .It is will fitted on existing wall as per direction of engg-in-charge. make- Ceasefire/Kanex/Safex fire/ABC fire India/Safeguard |
| 85 | Total of MR ITEM (Sr. no 30 to 43) |
| 86 | Add 'GST' Difference MF (0.0633) on DSR(Elect)-(Sr. no. 01 to 25) |
| 87 | Add Labour Cess on electrical DSR @ 1% |
| 88 | Total of Civil DSR items (Sr. no. 26 to 29) |
| 89 | Add 'Multiplying Correction factor (0.973) on DSR CIVIL & Elect |
| 90 | G/TOTAL (S/NO 44+48) |
| 91 | Total Cost (BoQ1+BoQ2) |
| 92 | Civil work |
| 93 | Elect work Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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