Upgrading Of Existing Substation And Provision Of Package Substation For New Installation At Imphal Airport ( Civil Works ) Upgrading Of Existing Substation And Provision Of Package Substation For New Installation At Imphal Airport . ( Civil Works )
Tender Value
Ref. Documents
Estimated cost
Bid Submission
11 Jan 2021
0 days left
EMD
2.08 Lakhs
Bank guarantee accepted
Document Fee
1120
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Imphal International Airport → Manipur
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgrading Of Existing Substation And Provision Of Package Substation For New Installation At Imphal Airport ( Civil Works ) Upgrading Of Existing Substation And Provision Of Package Substation For New Installation At Imphal Airport . ( Civil Works )
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-Jan-2021 | Corrigendum 1 | Fee | 04-Jan-2021 |
| 2 | 04-Jan-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 11-Jan-2021 |
BOQ
| Name of Work: Upgrading of existing substation and provision of package substation for New Installation at Imphal Airport.(Civil works) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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.\nAll kinds of soil | 983 | Cum | |
| 2 | 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level :\n1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). | 93 | Cum | |
| 3 | 3 | 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 (zone-III): 3 graded stone aggregate 20 mm nominal size)\n | 61 | Cum | |
| 4 | 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\n1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)\n | 4 | Cum | |
| 5 | 5 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and\nreinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | 14 | Cum | |
| 6 | 6 | 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 above plinth level 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(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 14 | Cum | |
| 7 | 7 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,\nconsolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 197 | Cum | |
| 8 | 8 | Centering and shuttering including strutting, propping etc. and removal of form for :\nFoundations, footings, bases of columns etc. for mass concrete. | 203 | Sqm | |
| 9 | 9 | Centering and shuttering including strutting, propping etc. and removal of form for :\nLintels, beams, plinth beams, girders, bressumers and cantilevers. | 107 | Sqm | |
| 10 | 10 | Centering and shuttering including strutting, propping etc. and removal of form for :\nSuspended floors, roofs, landings, balconies and access platform | 89 | Sqm | |
| 11 | 11 | Centering and shuttering including strutting, propping etc. and removal of form for :\nColumns, Pillars, Piers, Abutments, Posts and Struts. | 101 | Sqm | |
| 12 | 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. \nThermo-Mechanically Treated bars. | 5470 | Kg | |
| 13 | 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level.\nThermo-Mechanically Treated bars. | 2545 | Kg | |
| 14 | 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\nCement mortar 1:6 (1 cement : 6 coarse sand) | 18 | Cum | |
| 15 | 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :\nCement mortar 1:6 (1 cement : 6 coarse sand). | 60 | Cum | |
| 16 | 16 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.\nFixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | 100 | Kg | |
| 17 | 17 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.\n10.16.1 Hot finished welded type tubes | 383.9 | Kg | |
| 18 | 18 | 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. | 2043.02 | Kg | |
| 19 | 19 | 12 mm cement plaster of mix :\n1:6 (1 Cement : 6 coarse sand). | 373 | Sqm | |
| 20 | 20 | 15 mm cement plaster on the rough side of single or half brick wall of mix :\n1:6 (1 Cement : 6 coarse sand) | 205 | Sqm | |
| 21 | 21 | 6 mm cement plaster of mix :\n1:3 (1 Cement : 3 fine sand) | 275 | Sqm | |
| 22 | 22 | Finishing walls with Acrylic smooth exterior paint with requied shade.\nNew work (Two or more coats applied @ 1.67 ltr/10 sqm over and including prime coat of exterior primer primer applied @ 2.20 kg/10 sqm). | 240 | Sqm | |
| 23 | 23 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water\nthinnable priming coat with cement primer | 536 | Sqm | |
| 24 | 24 | 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. | 776 | Sqm | |
| 25 | 25 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. | 26 | Sqm | |
| 26 | 26 | Demolishing cement concrete manually/by machanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. \nNominal concrete 1:3:6 or richer mix (i/c equivalent design mix). | 5 | Cum | |
| 27 | 27 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.\nIn cement mortar. | 46 | Cum | |
| 28 | 28 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead.\nOf area 3 sq. metres and below | 4 | Each | |
| 29 | 29 | 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.\nMade of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade | 408 | Sqm | |
| 30 | 30 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,\nfilling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.\n80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | 330 | Sqm | |
| 31 | 31 | 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. | 40 | Cum | |
| 32 | 32 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness\nfor rolling shutters.\n80x0.90 mm M.S. laths with 0.90 mm thick top cover | 15 | Sqm | |
| 33 | 33 | Extra for providing mechanical device chain and crank operation for operating rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area | 15 | Sqm | |
| 34 | 34 | Supplying and filling moorum/ Baalu Shingle/ suitable earth obtained from approved quarry in embankment or depressions in layers not exceeding 20cm (loose) in depth (or any thickness as approved by the Engineer-in-Charge in case vibratory roller / soil compactor is used) including breaking clods, watering, consolidating each layer with power road roller 8-10 tonnes weight or vibratory roller / soil compactor of adequate capacity under optimum moisture content condition to give at least 98% of the maximum laboratory dry density (modified proctor density) as per IS code 2720 (part VIII) complete including leveling fine dressing to the required grade, camber and slope complete as per MORTH specifications and as directed by the Engineer-in-Charge with all leads and lifts (The item includes cost of work, payment of necessary royalty, carriage of moorum / suitable earth upto work site for all leads and lifts involved from all sources acquired or arranged by the Contractor. Payment to be made for compacted quantity only). | 144 | Cum | |
| 35 | 35 | Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :\n250 mm dia. R.C.C. pipe | 810 | Mtr. | |
| 36 | 36 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | 105 | Cum | |
| 37 | 37 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.\nWith rapid setting bitumen emulsion\nOn W.B.M / W.M.M. @ 0.4kg/sqm | 200 | Sqm | |
| 38 | 38 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.\n50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120\nTPH capacity. | 26.25 | Cum | |
| 39 | 39 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :\nOn bituminous surface @ 0.50 Kg / sqm | 1750 | Sqm | |
| 40 | 40 | 4 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 2.60 cum per 100 sqm and coarse sand @ 2.60 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid\nseparately) :\nWith paving asphalt grade VG - 30 with no solvent | 1750 | Sqm | |
| 41 | 41 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 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. | 69 | Sqm | |
| 42 | 42 | 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. | 4 | Each | |
| 43 | 43 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ 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.\nCoupler 110 mm | 26 | Mtr. | |
| 44 | 44 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ 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.\nCoupler 110 mm | 4 | Each | |
| 45 | 45 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ 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.\nBend 87.5° 110 mm | 4 | Each | |
| 46 | 46 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ 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.\nShoe (Plain) 110 mm | 4 | Each | |
| 47 | 47 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ 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.\nSingle pushfit Coupler 110 mm | 4 | Each | |
| 48 | 48 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | 75 | Sqm | |
| 49 | 49 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 22.5 | Cum | |
| 50 | 50 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :\nbituminous road | 200 | Sqm | |
| 51 | 51 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :\nWater bound macadam road | 200 | Sqm | |
| 52 | 52 | 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 :\nIn 75x75 mm deep chase | 40 | Mtr. | |
| 53 | 53 | Providing Structural design & foundation and super structure i/c roof slab by carrying soil investigation (if Required) for New Store Room structure by adopting IS codes by qualified personnel and vetted by Govt. Engineering colleges including submission of structural drawings (3 sets) within 30 days to Engineer-In-Charge. | 1 | Job |
AI Tender Summary
Tender Timeline
Jan 04, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Jan 04, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jan 11, 2021
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedJan 11, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 13, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
Completed