National Small Industries Corporation Tender
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National Small Industries Corporation - NSIC Tender
Paints and Enamels
Eprocure
Opening Date30 Jan 2025
Closing Date24 Feb 2025
Tender Amount₹ 18,23,940.44 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 36,480Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Rfp For Facade Repairing And External Painting Of Nsic Head Office Building.
Description
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Contact
Tender Id
2025_NSIC_225324_1Tender No
SIC/WD/1/(XXXIV)/04/-(P-II)Tender Authority
National Small Industries Corporation ViewPurchaser Address
-Website
http://https://www.nsic.co.in/
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Documents
RFP for Facade Repairing and External Painting of NSIC Head Office Building.
Price Bid for Facade Repairing and External Painting of NSIC Head Office Building
RFP for Facade Repairing and External Painting of NSIC Head Office Building
BOQ Items
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REINFORCED CEMENT CONCRETE
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-
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Centering and shuttering including strutting, propping etc. and removal of form for
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-
-
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Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
30
1091
32754.6
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
100
90
9081
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FINISHING
-
-
-
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12 mm cement plaster of mix:
-
-
-
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1:4(1 cement: 4 fine sand)
20
292
5844.4
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12 mm cement plaster of mix:
-
-
-
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1:4(1 cement: 4 coarse sand)
305.2
300
91831.63
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20 mm cement plaster of mix:
-
-
-
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1:4(1 cement: 4 coarse sand)
50
410
20519.5
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Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
84
18
1563.24
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:
-
-
-
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New work (Two or more coats applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
4566.52
144
657898.54
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
-
-
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Two or more coats on new work
550.66
131
72285.14
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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.
475.2
131
62436.53
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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.
4566.52
21
96718.89
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Dismantling and Demolishing
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-
-
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
-
-
-
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Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
0.75
2049
1537.23
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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.
5.25
2990
15698.29
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Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge.
4.5
965
4346.73
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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.
70
46
3221.4
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WATER PROOFING
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-
-
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Grading roof for water proofing treatment with
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-
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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
6.17
6771
41801.21
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Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer- in-Charge.
63
474
29870.19
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CONSERVATION OF HERITAGE BUILDINGS
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-
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Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.
954
284
271708.74
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NEW TECHNOLOGIES AND MATERIALS
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-
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Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
-
-
-
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75 mm average thickness
137.6
318
43795.33
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50 mm average thickness
147.6
215
31859.46
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25 mm average thickness
20
106
2134.4
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Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.
-
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-
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Bars upto 12 mm diameter
500
6
3475
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Bars above 12 mm diameter
250
13
3462.5
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Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.
-
-
-
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Upto and including 12 mm dia.
50
118
5944.5
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Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer- In-charge complete in all respect.
-
-
-
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SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
305.2
118
36285.23
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Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).
-
-
-
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12 mm average thickness.
61.04
327
19974.73
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25 mm average thickness in 2 layers.
152.6
494
75468.33
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50 mm average thickness in 3 layers.
91.56
989
90562
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Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member. Note: Rates shall be for finished surface area of concrete and shall include the cost of making holes in existing RCC slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved Super-Plasticiser for rendering concrete as flowable self compacting and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument)
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-
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75 mm thick in Grade M25 with cement content not less than 330 kg per cum
10
718
7188.2
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100 mm thick in Grade M25 with cement content not less than 330 kg per cum
10
958
9584.1
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Market Rates Items
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-
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Providing and applying anticorrosive coating to the exposed reinforcing bars after application of rust remover. Also apply on the shear connectors/welded mesh/additional reinforcement of repair surface etc complete as directed by Engineer in-charge.
750
25
18750
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Providing and filling of cracks in internal/external walls with acrylic paste as approved by opening of all cracks in "V" groove, cleaning the surface to remove any dirt or loose particle and widening the cracks atleast 2 to 6 mm wide and 5 to 10mm deep and applying with a putty blade / spatulla effectively making sure that the crack is totally filled up tooling the surface to obtain an even smooth and unbroken surface as directed by Engineer-in-charge.
70
80
5600
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Providing and fixing of plastering mesh (Murga Jali) as per direction of Engineer In Charge.
187.6
110
20636
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Providing and fixing of fibre mesh minimum 120 gsm as per instruction.
352.45
50
17622.5
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