Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹25.6 L (10.3%)Admitted-Finance 2 44 A 4 KALU SARAI HAUZ KHAS DELHI SOUTH WEST DELHI DELHI 110016 | SOUTH DELHI | DELHI | 110016 | ₹2.7 Cr+₹25.6 L (10.3%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | SWASTIK ELECTROTECH PVT LTD L2 | SAS INFRA L1 |
|---|---|---|---|---|---|
| 1.001) 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 getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: | |||||
| 2.00 | 1.1) All kinds of soil | 200 | Sqm | 145 ₹29,000 | 100 ₹20,000 Lowest |
| 3.002) 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. | |||||
| 4.00 | 2.1) All kinds of soil. | 20 | Cum | 320 ₹6,400 | 280 ₹5,600 Lowest |
| 5.00 | 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. | 30 | Cum | 125 ₹3,750 | 100 ₹3,000 Lowest |
| 6.00 | 4) Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | 100 | Cum | 85 ₹8,500 Lowest | 100 ₹10,000 |
| 7.005) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 8.00 | 5.1) 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) | 15 | Cum | 6,300 ₹94,500 | 3,000 ₹45,000 Lowest |
| 9.00 | 6) Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 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. | 50 | Sqm | 720 ₹36,000 | 350 ₹17,500 Lowest |
| 10.007) 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 reinforcement : | |||||
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
15 Jan 2025, 3:00 pmClosed
Executive Engineer
Office of the Executive Engineer (CD-I), Room No. AD-117A, Academic Building, IIT Delhi, Hauz Khas, New Delhi-110016
Comprehensive Maintenance of Civil work, Horticulture, Public Health Work, Service of Housekeeping and Round the clock O and M services for public health work at Sonipat Campus of IIT Delhi for the year 2025-2026.
2024_IIT_842116_1
IITD/WORKS (SP-4864)/2024
Open Tender
Miscellaneous Works
Works
365 days
Indian Institute of Delhi Hauz Khas
As per tender documents
15 documents required · 15 mandatory
₹0
₹5.8 L
22 Jan 2025
31 Dec 2024
16 Jan 2025
31 Dec 2024
15 Jan 2025
31 Dec 2024
Amount
1) 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 getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
1.1) 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.
2.1) 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) Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge.
5) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
5.1) 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)
6) Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 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.
7) 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 reinforcement :
7.1) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
8) 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
9) Centering and shuttering including strutting, propping etc. and removal of form for
9.1) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
9.2) Shelves (Cast in situ)
9.3) Columns, Pillars, Piers, Abutments, Posts and Struts
10) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
10.1) Thermo-Mechanically Treated bars of grade Fe-500D or more.
11) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
11.1) Cement mortar 1:6 (1 cement : 6 coarse sand)
12) 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 :
12.1) Cement mortar 1:6 (1 cement : 6 coarse sand)
13) Half brick masonry 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.
13.1) Cement mortar 1:4 (1 cement :4 coarse sand)
14) Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
15) Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.
15.1) Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble
15.1.1) Area of slab upto 0.50 sqm
15.2) Granite stone slab of colour black, Cherry/Ruby red
15.2.1) Area of slab upto 0.50 sqm
16) Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
16.1) Marble work
16.2) Granite work
17) Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.
18) Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete.
19) Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
20) Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
20.1) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
21) Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
22) Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
23) Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete.
23.1) Size 50 mm
24) Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
24.1) Twin rubber stopper
25) Providing & Fixing decorative high pressure laminated sheet of plain /wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.
25.1) 1.0 mm thick
26) Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/top hung uPVC windows, of approved quality, with necessary stainless steel screws etc. as per direction of Engineer-in-charge.
27) Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineerin- charge.(Payment of providing and fixing auto closing hinges shall be paid separately)
28) Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc.including necessary nails, screws etc. complete as per direction of Engineer-in-charge.
29) Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge.
30) Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge.
31) Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge.
32) Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge.
33) 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.
33.1) Hot finished welded type tubes
34) Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
34.1) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
35) 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) :
35.1) 25 mm thick
36) Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete.
37) 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.
37.1) 75 mm diameter
37.2) 110 mm diameter
38) 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.
38.1) 75 mm bend
38.2) 110 mm bend
39) Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
40) Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
40.1) Gutter (600 mm over all grith)
41) 12 mm cement plaster:
41.1) 1:4 (1 cement : 4 fine sand)
42) 15 mm cement plaster:
42.1) 1:4 (1 cement : 4 fine sand)
43) Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
44) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
44.1) Two or more coats on new work
45) 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.
46) Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
46.1) One or more coats on old work
47) Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
48) Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
48.1) One or more coats on old work
49) French spirit polishing :
49.1) One or more coats on old work
50) Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
50.1) Old work (one or more coats applied @ 0.83 ltr/10 sqm).
51) Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
51.1) With cement mortar 1:4 (1 cement : 4 fine sand)
52) Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:
52.1) Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm)
53) Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
54) Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account)
55) Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge.
56) Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge
57) Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
57.1) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
58) 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.
58.1) In cement mortar
59) Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
60) Supplying at site :
60.1) Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately).
61) 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.
62) Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer in-charge. .
63) 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 line sand etc. all complete as per the direction of Engineer-in-charge.
64) 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).
65) Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
66) Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).
67) Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
68) Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
69) Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).
70) Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
71) Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
72) Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
72.1) Flexible pipe
72.1.1) 32 mm dia
73) 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.
74) Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
74.1) Providing and fixing toilet paper holder :
74.1.1) C.P. brass
75) Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.
76) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge
76.1) 15 mm nominal dia Pipes
76.2) 20 mm nominal dia Pipes
76.3) 25 mm nominal dia Pipes
77) Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
77.1) 15 mm dia nominal bore
77.2) 20 mm dia nominal bore
77.3) 25 mm dia nominal bore
78) Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
78.1) 20 mm nominal bore
78.2) 25 mm nominal bore
78.3) 50 mm nominal bore
79) Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
79.1) 15 mm nominal bore
79.2) 25 mm nominal bore
80) Providing and fixing gun metal non- return valve of approved quality (screwed end) :
80.1) 25 mm nominal bore
80.1.1) Horizontal
81) Providing and fixing uplasticised PVC connection pipe with brass unions :
81.1) 45 cm length
81.1.1) 15 mm nominal bore
82) Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
82.1) 100 mm diameter
83) Repainting G.I. pipes and fittings with synthetic enamel white paint with one coat of approved quality :
83.1) 20 mm diameter pipe
83.2) 25 mm diameter pipe
83.3) 40 mm diameter pipe
83.4) 50 mm diameter pipe
84) Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :
84.1) 15 mm nominal bore
84.2) 20 mm nominal bore
84.3) 25 mm nominal bore
84.4)50 mm nominal bore
85) Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
85.1) 15 mm nominal bore
86) Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.
86.1) 15 mm nominal bore
87) Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
87.1) 15 mm nominal bore
88) Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
88.1) 15mm nominal bore
89) Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.
90) Providing & fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology.
90.1) 15 mm nominal bore
91) 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 :
91.1) 150 mm dia. R.C.C. pipe
92) Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg
93) Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
93.1) For fixed portion
93.1.1) Powder coated aluminium (minimum thickness of powder coating 50 micron)
94) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
94.1) Powder coated aluminium (minimum thickness of powder coating 50 micron)
95) Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge.
95.1) Pre-laminated particle board with decorative lamination on both sides
96) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
96.1) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
97) Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.
97.1) With stainless steel cover plate minimum 1.25 mm thickness
98) Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
98.1) Upto 5mm depth and 5 mm width
99) Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete.
100) Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
101) Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-incharge
101.1) Powder coated minimum thickness 50 micron aluminium
102) Providing and fixing 12mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer in charge (Door handle, lock and stopper etc. to be paid separately)
103) Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquidAmmonia Chemical of 5% solution and other chemical cleaning agent as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to the stone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions to safeguard ventilators, windows, doors etc. by suitable covering so as to avoid any damage to the building/structure, all as per direction of Engineerin- charge (The rate is inclusive of all materials & labours involved except scaffolding).
104) Providing and fixing 15 mm thick false ceiling tiles at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991,in true horizontal level on the existing frame work consisting of T-sections and Lsections suitably fixed according to tile size as per direction of Engineer-in-charge.
(B) HORTICULTURE & LANDSCAPING
105.1)In rows 5 cm apart in both directions
106) Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded).
(C )Up Keeping of Maintenance Work
107) Up-Keeping of maintenance work including day to day complaint servicing related to buildings, external landscape (Roads, boundary, footpath etc.), round the clock plumbing (internal/ external water supply, sewerage, drainage etc.), round the clock STP & WTP (operating Pumps, Motors, Starters and other allied services on Main Water Supply Pipeline Network and Tube well Pumps, Booster Pumps, Main Reservoir Plant, UG tanks, Overhead Tanks and STP including noting of Pressure Readings, Chlorination at various locations etc.), horticulture work (like grass cutting by hand/ machine and maintenance of flower beds, weeding, watering, hedge plantation and other gardening operations) and pest control etc. at all leads and lifts as per the schedule and directions of Engineer-In-Charge.Job work by specified nos. of workers with necessary tools required for 08 hours per day and 26 days per month as per the schedule. The detail of manpower to be engaged for above works as mentioned. (The rates quoteded in financial bids would cover all the liabilities of the Agency such as cost of uniform, Bonus, ESIC, EPF and identity cards of personnel deployed by the contractor and all other statutory liabilities)
107.1) Supervisor for Maintenance Services (01 Nos. per day) (As per deployment schedule to be approved by Engineer-In-Charge)
107.2) Mason for Civil Maintenance (01 Nos. per day) (As per deployment schedule to be approved by Engineer-In-Charge)
107.3) Carpenter for Civil Maintenance (01 Nos. per day) (As per deployment schedule to be approved by Engineer-In-Charge)
107.4) Plumber for Civil Maintenance (02 Nos. per day) (As per deployment schedule to be approved by Engineer-In-Charge )
107.5) Valve/ Pump Operator (PH) for Civil Maintenance (06 Nos. per day) (As per deployment schedule to be approved by Engineer-In-Charge)
107.6) Painter for Civil Maintenance (01 Nos. per day) (As per deployment schedule to be approved by Engineer-In-Charge)
107.7) Welder for Civil Maintenance (01 Nos. per day) (As per deployment schedule to be approved by Engineer-In-Charge)
107.8) Sewerman for Civil Maintenance (01 Nos. per day) (As per deployment schedule to be approved by Engineer-In-Charge)
107.9) Helper/ Beldar/ Coolie for Civil Maintenance (06 Nos. per day) (As per deployment schedule to be approved by Engineer-In-Charge)
107.10) Gardener/ Mali for Horticulture operations (08 Nos. per day) (As per deployment schedule to be approved by Engineer-In-Charge)
Supply of Material
108) Providing specified quaintly required for upkeeping of maintenance work as per the schedule
108.1) Cement (PPC/OPC)
108.2) Stone aggregate 10 mm nominal size
108.3) Stone aggregate 20 mm nominal size
108.4) Find Sand / Jamuna Sand
108.5) Coarse Sand
108.6) Bicks of standard side class designation 7.5
108.7) 19mm thick Commercial Board
108.8) 6 mm thick commercial ply
108.9) 12 mm commercial ply
108.10) Tape crete water proofing material
108.11) White Cement (25 Kg. Bag)
108.12) White Putty (20 Kg Bag)
108.13) POP (25 Kg. Bag)
108.14) Enamel Paint
108.15) Acrylic Emulsion Paint
108.16) Chrome Plated Brass Pressmatic/Press Pillar Cock with Auto Closing System
(D) Housekeeping Services
109) Automated mechanized housekeeping services for I-Tech Building (Academiac and Guest House Block), CRF Building, SATHI Building, Staff Quaters, Basement and external lanscape area at all leads and lifts by Sweeping, Mopping, Scrubbing, Buffing, Vacuum cleaning, Pressure washing etc. as per frequency of cleaning chart and directions of Engineer-In-Charge for period of one year including : (The rates quoteded in financial bids would cover all the liabilities of the Agency such as cost of uniform, Bonus, ESIC, EPF and identity cards of personnel deployed by the contractor and all other statutory liabilities)
109.1) Job work by specified nos. of housekeeping workers required for 08 hours per day and 26 days per month as per the schedule.
109.2) Facility Manager for Housekeeping Services (01 Nos. per day)
109.3) Helpdesk Executive for Housekeeping Services (01 Nos. per day)
109.4) Workers for Housekeeping Services (32 Nos. per day) (As per Schedule to be approved by Engineer-In-Charge).Staff to be trained to operate machines in the schedule)
109.5) Workers for Waste Collection Services(02 Nos. per day HK Staff) (As per Schedule to be approved by Engineer-In-Charge).Staff to be trained to operate machines in the schedule)
110) Job work by various housekeeping machines/ equipments etc. required for 08 hours per day and 26 days per month as per the schedule.
110.1) Battery Operated Ride on Scrubber Drier (03 Nos. Per Day)
110.2) Back pack Vacuum Cleaner (04 Nos. Per Day)
110.3) Single Disc Scrubber (04 Nos. Per Day)
110.4) Heavy Duty High pressure Jet Washer (01 Nos. Per Day)
111) Providing specified quantity of Housekeeping chemicals, toiletries and consumable etc. required as per the schedule.
111.1) Bathroom Cleaner (R1) (20 Ltr. Per Month)
111.2) Hard Surface Cleaner/ All-purpose cleaning agent (R2) (20 Ltr. Per Month)
111.3) Glass Cleaner (R3) (15 Ltr. Per Month)
111.4) Furniture polish (R4) (10 Ltr. Per Month)
111.5) Toilet bowl cleaner (R6) (20 Ltr. Per Month)
111.6) ScaleRemover (Removal of hard stains from Bathroom walls and Fittings (R9) (10 Ltr. Per Month)
111.7) Floor Cleaner for machines (R7 or Taski Spiral) (10 Ltr. Per Month)
111.8) Stainless steel polish (10 Ltr. Per Month)
111.9) Wringers trolley (double Bucket 50Ltr, life 1 year)
111.10) Telescopic Rod (life 1 year)
111.11) Wash Room Cleaning kit holder within build stool ( life 1 year)
111.12) Sign Board (life 1 year)
111.13) Kentucky Mop (Life 6 month)
111.14) Dry Mop (Life 6 month)
111.15) Wiper (large) life 6 months
111.16) Wiper (Small) life 6 months
111.17) Dustbin capacity 100 ltr plastic (life 12 month)
111.18) Toilet Brush (life 3 months)
111.19) Dustbin foot operated for washrooms 15 ltr capacity (life 4 months)
111.20) Floor Scrubbing Brush with Handle (life 3 months)
111.21) Plastic Mug (life 6 months)
111.22) Kentucky Mop Refill
111.23) Dry Mop Refill
111.24) Odonil 100gm
111.25) Spray pump
111.26) Floor Duster Full size
111.27) Duster Check-Blue
111.28) Duster Check-Green
111.29) Vim Powder (1 kg Packet)
111.30) Scroch Brite (large)
111.31) Small chock pump
111.32) Plastic Juna
111.33) Broom Soft
111.34) Hard broom with long handle for Road sweeping
111.35) Hand Gloves
111.36) Dustpan Plastic
111.37) Garbage bag big black
111.38) Garbage bag small Green
111.39) Glass squeeze
111.40) Feather Brush Heavy
111.41) Urinal Cubes
111.42) Urinal Screen V-Screen
111.43) Room Freshener
111.44) Hand wash liquid
111.45) Glass Cleaning kit (life 6 month)
111.46) Hit/ Bagyon spray
111.47) Terranova Marble Maintainer
SWASTIK ELECTROTECH PVT LTD (BID ID -3149058)
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.02 MB
BOQ_885216.xls
BOQ • 0.47 MB
BOQ.xls
BOQ • 0.48 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .