Tender For Annual Rate Contract For Construction And Commissioning Of 200 Mm Dia Tube Wells Including 2 Years Defect Libility Period Under City Circle Jodhpur.
Tender Value
3 Crore
Estimated cost
Bid Submission
26 Nov 2026
16 days left
EMD
6 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jodhpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Annual Rate Contract For Construction And Commissioning Of 200 Mm Dia Tube Wells Including 2 Years Defect Libility Period Under City Circle Jodhpur.
BOQ
| Sl. No. | Item Description |
| 1 | PHED BSR Item No. 2.1 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strata unconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it's packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it's primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. (Rates are exclusive of GST) |
| 2 | BSR-2.1.2 Nominal bore 200 mm dia. |
| 3 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. |
| 4 | BSR-2.1.3 Nominal bore 250 mm dia. |
| 5 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. |
| 6 | PHED BSR Item No. 2.2 Construction of Tube Well from ground level and upto 100 mtr. depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe. (Rates are exclusive of GST) |
| 7 | BSR-2.2.1 Nominal bore 200 mm dia. |
| 8 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. |
| 9 | BSR 2.2.2 Nominal bore 250 mm dia. |
| 10 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. |
| 11 | PHED BSR Item No. 2.3 Construction of tube well after completion of drilling by rotary /percussion/odex method & upto 150 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. (Rates are exclusive of GST) |
| 12 | BSR 2.3.2 Nominal bore 200 mm dia. |
| 13 | Add 15% extra on above item for drilling depth beyond 150 mtr, If depth of Tube well is more than 150 mtr. |
| 14 | PHED BSR Item No. 2.4 Construction of Tube Well up to 100 mtr. depth in all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe.(Rates are exclusive of GST) |
| 15 | BSR 2.4.2 Nominal bore 200 mm dia. |
| 16 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. |
| 17 | PHED BSR Item No. 2.7 Deepening of existing tube well by DTH system beyond existing depth upto 100 mtr. and above in all type of rocks including flushing of tube well and obtaining sand free water. (Rates are exclusive of GST) |
| 18 | BSR 2.7.2 Nominal bore 200 mm dia. |
| 19 | PHED BSR Item No. 2.8 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. (Rates are exclusive of GST) |
| 20 | PHED BSR Item No. 2.9 Supplying & Packing P-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date.(Rates are exclusive of GST) |
| 21 | PHED BSR Item No. 2.10 Development of tube well as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable compressor to give sand free water for required yield of the gravel packed tube well.(Rates are exclusive of GST) |
| 22 | PHED BSR Item No. 2.11 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes (Rates are exclusive of GST) |
| 23 | BSR 2.11.2 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) |
| 24 | BSR 2.11.3 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m) |
| 25 | PHED BSR Item No. 2.12 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. (Rates are exclusive of GST) |
| 26 | BSR 2.12.3 200 mm dia nominal bore of 5.4mm thickness |
| 27 | BSR 2.12.4 250 mm dia nominal bore of 7.1mm thickness |
| 28 | PHED BSR Item No. 2.13 Providing & laying ISI marked GI Pipe “A” class as per IS: 1239 for casing pipe for submersible cable external work 40 mm dia complete in all respect.(Rates are exclusive of GST) |
| 29 | PHED BSR Item No. 2.15 Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.(Rates are exclusive of GST) |
| 30 | BSR 2.15.1 Up to 5.5 KW (7.5 HP) & head up to 120 mtr. |
| 31 | BSR 2.15.2 Up to 5.5 KW (7.5 HP) & head above 120 mtr. |
| 32 | BSR 2.15.3 7.5 KW (10 HP) & head up to 120 mtr. |
| 33 | BSR 2.15.4 7.5 KW (10 HP) & head above 120 mtr. |
| 34 | BSR 2.15.5 9.3 KW (12.5 HP) & head up to 120 mtr. |
| 35 | BSR 2.15.6 9.3 KW (12.5 HP) & head above 120 mtr. |
| 36 | BSR 2.15.7 11 KW (15 HP) & head up to 120 mtr. |
| 37 | BSR 2.15.8 11 KW (15 HP) & head above 120 mtr. |
| 38 | PHED BSR Item No. 2.18 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\\" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. (Rates are exclusive of GST) |
| 39 | BSR 2.18.1 Above 5 HP and up to 10 HP |
| 40 | BSR 2.18.2 Above 10 HP and up to 15 HP |
| 41 | BSR 2.18.3 Above 15 HP and upto 20 HP |
| 42 | PHED BSR Item No. 2.19 Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. (Rates are exclusive of GST) |
| 43 | BSR 2.19.1 3 core 4.0 Sq.mm |
| 44 | BSR 2.19.2 3 core 6.0 Sq.mm |
| 45 | BSR 2.19.3 3 core 10.0 Sq.mm |
| 46 | BSR 2.19.4 3 core 16.0 Sq.mm |
| 47 | PHED BSR Item No. 2.20 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. (Rates are exclusive of GST) |
| 48 | BSR 2.20.1 10.0 Sq.mm, 4 core |
| 49 | BSR 2.20.2 16.0 Sq.mm, 4 core |
| 50 | BSR 2.20.3 25.0 Sq.mm, 3.5 core |
| 51 | PHED BSR Item No.2.21 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. (Rates are exclusive of GST) |
| 52 | PHED BSR Item No.2.23 Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2\\" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. (Rates are exclusive of GST) |
| 53 | BSR 2.23.3 200 mm dia |
| 54 | BSR 2.23.4 250 mm dia |
| 55 | PHED BSR Item No.2.24 Providing & Lowering in tube well ISI marked GI Pipe “B\\" class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. (Rates are exclusive of GST) |
| 56 | BSR 2.24.2 50 mm dia |
| 57 | BSR 2.24.3 65 mm dia |
| 58 | BSR 2.24.4 80mm dia |
| 59 | PHED BSR Item No.2.25 Providing & Lowering in tube well ISI marked HDPE pipe as per IS 4984:1995 or amended upto date in PE 80 grade and class PN 10 of following dia. including HDPE/GI fittings and PVC rope confirming to IS 5175:1992 or amended upto date, along with clampirig of submersible cable etc. complete in all respect.(Rates are exclusive of GST) |
| 60 | BSR 2.25.2 50 mm dia |
| 61 | BSR 2.25.3 63 mm dia |
| 62 | BSR 2.25.4 75 mm dia |
| 63 | PHED BSR Item No.2.26 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.(Rates are exclusive of GST) |
| 64 | BSR 2.26.1 50 mm dia |
| 65 | BSR 2.26.2 65 mm dia |
| 66 | PHED BSR Item No.2.27 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge.(Rates are exclusive of GST) |
| 67 | PHED BSR Item No.2.30 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes(Rates are exclusive of GST) |
| 68 | BSR 2.30.1 65 mm dia |
| 69 | BSR 2.30.2 80 mm dia |
| 70 | PHED BSR Item No2.31. Proving and Fixing 32 mm dia Full way valve or wheel valve as per IS:778 or amended up to date of approved make, on pump delivery pipe. (Rates are exclusive of GST) |
| 71 | PHED BSR Item No.2.32 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover. (Rates are exclusive of GST) |
| 72 | PHED BSR Item No.6.1 Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. (Rates are exclusive of GST) |
| 73 | BSR 6.1.1 Manually Operated CI Sluice valve of Class PN-1.0 |
| 74 | BSR 6.1.1.1 80 mm HW |
| 75 | BSR 6.1.1.2 100 mm HW |
| 76 | BSR 6.1.1.3 125 mm HW |
| 77 | BSR 6.1.1.4 150 mm HW |
| 78 | PHED BSR Item No.6.8 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.(Rates are exclusive of GST) |
| 79 | BSR 6.8.1 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 80 | BSR 6.8.1.1 80 mm dia |
| 81 | BSR 6.8.1.2 100 mm dia |
| 82 | BSR 6.8.1.3 125 mm dia |
| 83 | BSR 6.8.1.4 150 mm dia |
| 84 | PHED BSR Item No1.1. Providing, lowering, |aying in trenches, aligning,*fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes äs per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for pôtable water with rnbber ring (EPDM) joints as per IS: S382-1985 , including all taxes (Central and I‘dcal), transportation and freight charges, inspection charges, loanding/ unloading charges, including cost of labour and material; specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Enginee>in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item and shall not be paid separately.(Rates are exclusive of GST) |
| 85 | BSR 1.1.2 100 MM |
| 86 | BSR 1.1.3 150 MM |
| 87 | PHED BSR Item No1.4 Providing, lowering, laying and jointing in trenches, standardlengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connestors,i.e. thread/ insert jc›int/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by eléctro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading chai‘ges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of ali requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M.(Rates are exclusive of GST) |
| 88 | BSR 1.4.1.3 110 mm dia |
| 89 | PHED BSR 4.1 Earth work in excavation by mechahical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming-of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:AII kinds of soil (Rates are exclusive of GST) |
| 90 | PHED BSR Item No.1.15 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer in-charge.(Rates are exclusive of GST) |
| 91 | BSR Item No.1.15.1 MS pipe specials upto 600mm dia (with minimum 5 mm thickness sheet) |
| 92 | PHED BSR Item No.2.22 Supply & Fixing M S clpmp set of 5Ox6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. (Rates are exclusive of GST) |
| 93 | PHED BSR Item No.4.3 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required . (Rates are exclusive of GST) |
| 94 | BSR Item No.4.3.1 Ordinary Rock |
| 95 | BSR Item No.4.5 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.(Rates are exclusive of GST) |
| 96 | BSR Item No.4.6 Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re handling of material/earth to complete the tasks per technical specification and scope of work. (Rates are exclusive of GST) |
| 97 | BSR Item No.4.6.1 Bituminous courses |
| 98 | BSR Item No.4.6.2 Granular Courses |
| 99 | BSR Item No.4.7 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work (Rates are exclusive of GST) |
| 100 | BSR Item No.4.8 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.(Rates are exclusive of GST) |
| 101 | BSR Item No.4.8.1 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 102 | BSR Item No.4.9 Providing Removing & Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as per Technical specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)Note: If existing precast block used more than 70%, than for every 1% use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%. (Rates are exclusive of GST) |
| 103 | BSR Item No.4.9.1 60 mm thick |
| 104 | BSR Item No.4.9.2 80 mm thick |
| 105 | BSR Item No.4.9.3 100 mm thick Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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