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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance RZ 151 BLOCK Y NEW ROSHANPURA PAPRAWAT ROAD NAJAFGARH SOUTH WEST DELHI DELHI 110043 | WEST DELHI | DELHI | 110043 | Admitted-Finance |
| 3 | Rejected-Technical G 180 GAMA 2 GAUTAM BUDDHA NAGAR GREATER NOIDA 201308 | 201308 | Rejected-Technical Technically not Qualified |
Tender Value
₹4.6 L
EMD Value
₹9,257
Closing Date
22 Dec 2023, 3:00 pmClosed
Office of the Executive Engineer (Civil Division-I
Room No- MZ-137, Main Building, IIT Delhi, Hauz Khas, New Delhi-110016
Waterproofing work at terrace of IIIB type house, 25 G street in IIT Delhi
2023_IIT_785672_1
IITD/WORKS(SP-4455)/2023
Open Tender
Miscellaneous Works
Works
30 days
Indian Institute of Technology Delhi
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹9,257
Yes
29 Dec 2023
15 Dec 2023
26 Dec 2023
15 Dec 2023
22 Dec 2023
15 Dec 2023
Amount
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
In 75x75 mm deep chase
12 mm cement plaster finished with a floating coat of neat cement of mix :
1:4 (1 cement: 4 fine sand)
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.
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content.
With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Demolishing mud phaska in terracing and disposal of material within 50 metres lead.
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.
Providing and fixing soil, waste and vent pipes :
100 mm dia
Centrifugally cast (spun) iron socket &spigot (S&S) pipe as per IS: 3989
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),including cost of cutting holes and making good the walls etc. :
For 100 mm dia pipe
Providing and fixing plain bend of required degree.
100 mm dia
Sand cast iron S&S as per IS : 3989
Providing and fixing terminal guard :
Sand cast iron S&S as per IS - 3989
Providing lead caulked joints to sand cast iron/centrifugally cast(spun) iron pipes and fittings of diameter :
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall
20 mm dia nominal bore
32 mm dia nominal bore
Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :
15 mm dia nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
25 mm dia nominal bore
Making connection of G.I. distribution branch with G.I main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete:
25 to 40 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
20 mm nominal bore
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
20 mm nominal bore
Providing and fixing uplasticised PVC connection pipe with brass unions :
45 cm length
15 mm nominal bore
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :
20 mm diameter pipe
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
15 mm nominal bore
20 mm nominal bore
25 mm nominal bore
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Cutting holes up to 30x30 cm in walls including making good the same:
With common burnt clay F.P.S. (non modular) bricks
Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
100x100 mm size P type
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
For pipes 100 to 250 mm diameter
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
Old & Dismantaled G.I./ C.I. Pipe & Fittings etc.
old PVC tanks of various capaciry
M/s S.K.Industries
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