Indian Institute Of Toxicology Research Tender
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Indian Institute Of Toxicology Research - IITR Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date5 Apr 2019
Closing Date11 Apr 2019
Tender Amount₹ 12,83,000
Costs
EMD
₹ 25,660Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CSIR_25027_1Bid Award Id
ViewTender No
IITR/CW-16(12)/2018-19/WorksTender Authority
Indian Institute Of Toxicology Research ViewPurchaser Address
-Website
http://https://www.csir.res.in/
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Documents
Waterproofing treatment over the terrace of F T Block at CSIR IITR main Campus Lucknow
Waterproofing treatment over the terrace of F T Block at CSIR IITR main Campus Lucknow
Waterproofing treatment over the terrace of F T Block at CSIR IITR main Campus Lucknow
BOQ Items
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
1635
-
2.4
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.
8
-
182.45
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.
4
-
1454.55
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)
47
-
997.05
Removal of double layer of APP sheet from terrace and cleaning the surface by brush and cloth including disposal of unserviceable material at the directed place by Engineer In Charge within 50 meters lead.
475
-
20
Cutting of 28 mm dia mild steel dowels of terrace columns and stackiing at desired place within 50 meters lead.
200
-
20
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. In cement mortar
1.7
-
842.75
Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge.
85.5
-
348.3
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
160
-
22.4
15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand)
190
-
209.65
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 : Cement mortar 1:6 (1 cement : 6 coarse sand)
2.5
-
5582.85
Neat cement punning.
30
-
42.6
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.
475
-
1034.65
Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
4.75
-
5583.8
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
-
-
-
25 mm dia nominal bore
115
-
247.85
32 mm dia nominal bore
32
-
308.35
40 mm dia nominal bore
3.6
-
394.15
50 mm dia nominal bore
36
-
472.4
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
-
-
-
25 mm nominal bore
20
-
428.2
32 mm nominal bore.
1
-
500.75
50 mm nominal bore
1
-
749.9
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.Circular tank
4500
-
7.25
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore
5
-
331.95
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
-
-
-
25 mm nominal bore
24
-
205.8
32 mm nominal bore
2
-
240.65
50 mm nominal bore
1
-
384.9
Cutting of SCI rain water pipe upto 150 mm dia by mechanical means at required height and jointing of SCI bend with existing pipe with cement mortar, slurry and jute as per specifications and as directed by engineer in-charge.
10
-
211
Providing and fixing plain bend of required degree. 100 mm dia Sand cast iron S&S as per IS - 1729
10
-
433.7
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
10
-
40.9
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer
160
-
36.95
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).
21
-
7390.8
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more.
350
-
56.6
Centering and shuttering including strutting, propping etc. and removal of form for:
Suspended floors, roofs, landings, balconies and access platform
4
-
422.3
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below
1
-
157.85
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece
3
-
2761.9
Carriage of material by Mechanical Transport including loading, unloading and stacking for disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-Charge. Note - Item to be applicable in urban areas having directions for restricted hours for movement/plying of load carriying motor vehicle of 3.5 cum or more.
140
-
209.9
Less salvage value of various scrap items like old and used outlived GI pipes, mild steel pipe, mild steel girder/angles/channels etc which are old and used outleaved material received from dismantling work in this building.
2100
-
18
Less salvage value of various scrap items like old and used outlived Polyethylene water storage tanks etc which are old and used outleaved material received from dismantling work in this building.
240
-
10
Less salvage value of various scrap items like old and used outlived wooden / flush doors etc which are old and used outleaved material received from dismantling work in this building.
30
-
6
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