Tender For Construction Of New Infrastructure For Mahila Soldiers At Company Operating Base Mimbung Of 2 Assam Rifles
Tender Value
89.85 Lakhs
Estimated cost
Bid Submission
16 Aug 2024
0 days left
EMD
1.80 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Saitual → Mizoram
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of New Infrastructure For Mahila Soldiers At Company Operating Base Mimbung Of 2 Assam Rifles
BOQ
| Sl. No. | Item Description |
| 1 | SCHEDULE ‘A\" Part-I (BUILDING WORKS)Construction ofRiflewoman Barrack of size 15M x 8M incl verandah and attached washroom with tank staging and 100 litresHDPE tankusing MS tubular structure for roof frame, coloumn,truss including wooden frame for wall and false ceiling frame work with second class hardwood and 4mm thick plywood for internal wall cladding,PCC flooring, PPGI sheet roofing and wall cladding using 0.5mm thick PPGI sheet with 40 mm x 6mm wind tie all as per Approved drawings and specifications attached with tender documents |
| 2 | Construction of Toilet block of size 7.2M x 2.2M, PCC Floor with Glazed floor tiles 300mm x 300mm, MS Tubular structure for roof frame, coloumn,truss with PPGI sheet roofing and wall cladding using 0.5mm thick PPGI sheet with 40 mm x 6mm wind tie all as per Approved drawings and specificationsincluding water tank staging with 1000 litres HDPE tanks all as specifiedall as per Approved drawings and specifications attached with tender documents |
| 3 | SCHEDULE ‘A’ Part-II( Internal Electrification for Living Shelter) M/L for point wiring in PVC conduit for light point/fan point/exhaust fan point/calling bell point with 1.5 Sqmm FR PVC insulated copper conductor in surface/recessed PVC conduit with piano type switch,phenolic laminated sheet suitable size MS box and earthingthe point with 1.5 Sqmm PR PVC insulated copper conductor single core cable as required. |
| 4 | Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). |
| 5 | Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. |
| 6 | Wiring for circuit/ submain wiring alongwith earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire of approved make. |
| 7 | Wiring for circuit/ submain wiring alongwith earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire of approved make |
| 8 | Supply and Fixing ofLEDbulk head light fitting of approved make |
| 9 | Supply, Installation, testing and commissioning of ceiling fan 1200 mm sweeep, including provision of fan hook, down rods of standard length (min 30 cm) or as required at site all as specified and directed by Engr-in -charge. |
| 10 | Supplying and fixing 5/6 Amp piano type switch on the existing switch box/ cover including connections etc. as required. |
| 11 | Supplying and fixing metal box of 200 mm x 250mm x 60mm deep sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. |
| 12 | Supplying and fixing metal box of 150 mm x 150mm x 60mm deep sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. |
| 13 | Wiring for circuit/ submain wiring along with earth wire with the 2 x 6 sqmm + 1x6 sqmm earth wire size of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required |
| 14 | M/L for 2+6 way single pole and netural,sheet MCB distribution board 240 volt on recess/surface complete with tinned copper busbar,netural busbar,earth bar ,dectable glannd plate,inter connection incl earthing as required ( But without MCB /RCCB/ Isolator) |
| 15 | M/L for 5 amp to32 amp SPN rating 240 volt \"C\" series MCB suitable for lightning and other load of poles. |
| 16 | M/L for MCB 5 to 32 amp SP rating 240 volt \"B\" series MCB suitable for lightning and other load of poles. |
| 17 | Earthing with GI earthplate 600mm x 600 mm x 06mm thick including accessories and providing masonary enclouser with cover plate having locking arrangment and watering pipe etc with charcoal or coke and salt as required. |
| 18 | S/F 1100 volts grade heavy duty cable PVC insulated inner sheathing of PVC tape and over all PVC sheated in service connection suspended by insulating hangersnot more than 1.00 m apart including 4 mm dia GI suspension wire one twin core cable flat or circular Aluminium stranded conductor 10 sqmm size ISI marked of approved quality. |
| 19 | Supply of LED tube light fitting 1 X 22 W of approved make. |
| 20 | SCHEDULE ‘A’ Part-III( Internal Electrification for Toilet Block) Wiring for light point/ fan point/ exhaust fan point/ call bellpoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable in surface / recessed medium class PVCconduit/PVC Casing Caping, with piano type switch, suitable size PVC box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 21 | Supplying and fixing PVC box of 180mm X 100mm X 60mmdeep (nominal size) on surface or in recess including providing andfixing 6 pin ,15/16 amps multipurpose socket outlet and 15/16 amps piano type switch, connection, painting etc as required. |
| 22 | Supplying and fixing 20 mm of medium class PVCconduit/casing caping along with accessories in surface/recess includingcutting the wall/panel and making good the same in case of recessedconduit as required |
| 23 | Wiring for circuit/ submain wiring alongwith earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed medium class PVC conduit/casing caping asrequired. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire. |
| 24 | Supplying and fixing 3 pin, 5 A ceiling rose on the existingjunction box/ wooden block including connections etc. asrequired. |
| 25 | Wiring for circuit/ submain wiring alongwith earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed medium class PVC conduit asrequired.2 X 6 sq. mm + 1 X 6 sq. mm earth wire. |
| 26 | Supplying and fixing PVC batten/ angle holder including 01 x 15W LED bulb connections etc. as required. |
| 27 | Supplying and fixing following socket on theexisting switch box/ cover including connections etc. as required.3 pin 5/6 amp socket outlet. |
| 28 | 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, earthbar, din bar, interconnections, powder painted includingearthing etc. as required. (But without MCB/RCCB/Isolator)2 + 4 way, Double door |
| 29 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\"curve, miniature circuit breaker suitable for inductive load offollowing poles in the existing MCB DB complete withconnections, testing and commissioning etc. as required. Single pole and neutral |
| 30 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\"curve, MCB(SP) suitable for inductive load offollowing poles in the existing MCB DB complete with connections,testing and commissioning etc. as required. |
| 31 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure withcover plate having locking arrangement and watering pipe of2.7 metre long etc. with charcoal/ coke and salt as required. |
| 32 | Supply, Installation,testing and commissioning of pre-wired, 20/22 Watt LED fitting, with all accessorioes complete.directly on ceiling/wall, incl connection with 1.5 sqmm FR PVC insulated, copper conductor, single core cable and earthing etc as required. |
| 33 | Supplying and fix LED light fitting 1 x 9W Bulk Head with all accessories suitable for single phase,230 V, complete as required |
| 34 | Supply and Fixing 10 Sqmm 2 Core, 1100 volts grade heavy duty cable PVC insulated aluminium served with inner sheathing of PVC tape and over all PVC in service connection. |
| 35 | S &F Storage WaterHeater Capacity 50 Ltr with unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bushwith all connecting accessories all as directed by Engr-in-Charge. |
| 36 | Supplying and fixing PVC Exhaust Fan of 450 mm sweep prewired 240 volts with all acessories complete including connection with 1.5 sqmm FR PVC insulated copper conductor single core cable and earthing etc as required |
| 37 | SCHEDULE ‘A’ Part-IV( Water Supply and Sanitar Fittings for Toilet Block) Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required , white Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests complete all as specified. |
| 38 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 39 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, /c cutting and making good the walls etc. 15 mm dia nominal bore |
| 40 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps,/c cutting and making good the walls etc. 20 mm dia nominal bore |
| 41 | Providing and fixing CP liquid soap container with bracket and its fittings of approved quality and colour, all as specified and directed |
| 42 | Providing and fixing CP towel rail complete with brackets with CP brass screws, approved quality and colour, 600 mm long, all as specified and directed. |
| 43 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet, 100 mm diameterall as specified. |
| 44 | Providing and fixing CP brass bib cock of approved quality, 15mm nominal bore all as specified |
| 45 | Providing and fixing CP brass stop cock of approved quality, 15 mm nominal bore all as specified. |
| 46 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete, 20 mm nominal boreall as specified. |
| 47 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 48 | SCHEDULE ‘A’ Part-V ( Sewage Disposal) Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per drawings attached with tender documents |
| 49 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed : All kinds of soil |
| 50 | 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. |
| 51 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work upto plinth level .1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 52 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work upto plinth level .1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 53 | Brick work with common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 54 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of centering,shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 55 | 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 : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 56 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size). |
| 57 | 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 |
| 58 | 20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 59 | 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.75 mm diameter |
| 60 | Providing and fixing on wall face unplasticised - PVC moulded ttings/accessories for 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.75 mm cowl |
| 61 | Water proofing compound at the rate of 3 % of cement weight |
| 62 | Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform |
| 63 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed : All kinds of soil |
| 64 | 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. |
| 65 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work upto plinth level .1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 66 | Brick work with common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 67 | Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand). |
| 68 | Reinforced cement concrete work in beams, suspended floors, roofshaving 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 einforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 69 | 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 : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 70 | 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 |
| 71 | Brick bats inside soak pits |
| 72 | 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.75 mm diameter |
| 73 | Providing and fixing on wall face unplasticised - PVC moulded ttings/accessories for 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.75 mm cowl |
| 74 | Water proofing compound at the rate of 3 % of cement weight |
| 75 | Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform |
| 76 | SCHEDULE ‘A’ Part-VI( Water Tank Staging) 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. |
| 77 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 78 | 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 : 4 graded stone aggregate 20 mm nominal size) |
| 79 | Structural steel work riveted, bolted or welded 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. |
| 80 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 81 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps,i/c cutting and making good the walls etc. 25 mm dia nominal bore |
| 82 | SCHEDULE ‘A’ Part-VII( Retaining Wall) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 83 | M&L for cement concrete type D2 1:4:8 (40mm graded agg) in foundations filling mass concrete. |
| 84 | M&L for Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12graded stone aggregate 20 mm nominal size) upto plinth level with CM 1:6 |
| 85 | M&L for cement concrete1:2:4 (20mm graded agg) as in coping with necessary form work |
| 86 | M&L for Raised and cutpointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:3 |
| 87 | M&L for hard packing at back of wall with broken stone (use 90mm to 45mm) |
| 88 | M&L for PCC 1:2:4 for weep holes |
| 89 | Providing and fixing on wall face unplastered Rigid PVC rain water pipe etc (use 110mm diameter) |
| 90 | SCHEDULE ‘A’ Part-VIII( Paver Block Pathway) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 91 | Providing and laying in position cement concrete of specified grade excl the cost of of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) |
| 92 | Providing and laying 60mm thick faciory 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 line sand etc. all complete as per the direction of Engineer-in-charge |
| 93 | SCHEDULE ‘A’ Part-IX ( Security Fencing) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil |
| 94 | Providing and laying in position cement concrete of specified grade excl the cost of of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) |
| 95 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns |
| 96 | Supplying and fixing at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 97 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm |
| 98 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron \"Y\" shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 99 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire |
| 100 | SCHEDULE ‘A’ Part-X ( Earth Work in Excavation over Surface Area) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil |
AI Tender Summary
Tender Timeline
Jul 26, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedAug 16, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 17, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender