Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 Apr 2022
Closing Date2 May 2022
Tender AmountRefer Documents
Costs
EMD
₹ 54,000Document Cost
₹ 860Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_GNIDA_685917_44Bid Award Id
ViewTender No
GM/(ENGG.)/2022/349 DATE-06-04-2022Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
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Documents
BOQ Items
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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. (DSR-13/16.83/P-276)
339.07
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43.65
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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.
-
-
-
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In cement mortar (DSR-13/15.7.4/P-248)
0.43
-
681
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Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of 12mm mud mortar, including filling joints with Jamuna sand, with M-150 bricks. (DSR-13/11.2/P-186)
133.15
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508.4
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Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50mm 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). (DSR-13/16.84/P-276)
203.44
-
179.95
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Providing and laying 60mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (AR/GNIDA)
268.77
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801
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Providing and fixing 10x10x7.50cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of Engineer-in-charge. (DSR-13/16.92/P-278)
12
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1318.8
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
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-
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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85)
10
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3920.65
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level: (Cast-in-Situ)
-
-
-
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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). (DSR-13/5.1.2/P-96)
84.6
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5552.25
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
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Thermo-mechanically treated bars/Cold twisted bars. (DSR-13/5.22.6/P-99)
7969.32
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66.5
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Centring and shuttering including strutting, propping etc. and removal of form for:
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-
-
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Foundations, footings, bases of columns, etc. for mass concrete. (DSR-13/5.9.1/P-97)
0.8
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186.4
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Centring and shuttering including strutting, propping etc. and removal of form for:
-
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-
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Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (DSR-13/5.9.2/P-97)
299.56
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334.5
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Centring and shuttering including strutting, propping etc. and removal of form for:
-
-
-
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Suspended floors, roofs, landings, balconies and access platform. (DSR-13/5.9.3/P-97)
294.92
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371.8
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Providing and laying integral cement based waterproofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations:
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(a) Applying a slurry coat of neat cement using 2.75Kg/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 300mm height including cleaning the surface before treatment.
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(b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm 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 20mm 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 300mm height including rounding of junctions of walls and slabs.
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(c) After two days of proper curing applying a second coat of cement slurry using 2.75Kg/Sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.
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(d) Finishing the surface with 20mm 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 300x300mm square 3mm deep.
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(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:
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-
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With average thickness of 120mm and minimum thickness at khurra as 65mm. (DSR-13/22.7.1/P-380-381)
266
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882.6
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Making khurras 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) over P.V.C. sheet 1m x 1m x 400 micron, finished with 12mm 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. (DSR-13/12.22/P-206)
6
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167.45
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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 10mm gap for thermal expansion, (i) Single socketed pipes.
-
-
-
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110mm diameter (DSR-13/12.41.2/P-209)
18
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218.6
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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 10mm gap for thermal expansion.
-
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-
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Coupler: 110 mm (DSR-13/12.42.1.2/P-209)
6
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133.55
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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 10mm gap for thermal expansion.
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-
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Bend 87.50 : 110 mm bend (DSR-13/12.42.5.2/P-209)
6
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160.25
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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 10mm gap for thermal expansion.
-
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-
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Shoe (Plain): 110 mm shoe (DSR-13/12.42.6.2/P-209)
6
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290.35
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Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.:
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-
-
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110mm (DSR-13/12.43.2/P-209-210)
18
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173.75
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Brick work with bricks of class designation 150 in foundation and plinth in:
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-
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Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.1.2/P-111)
63.26
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4646.5
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12mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand) (DSR-13/13.4.1/P-222)
914.71
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153.85
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6mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) (DSR-13/13.16.1/P-223)
266
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120.35
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Neat cement punning. (DSR-13/13.18/P-223)
355.05
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36.35
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Finishing walls with water proofing cement paint of required shade : New work (two or more coats applied @ 3.84 Kg/10 Sqm.) (DSR-13/13.44.1/P-225)
355.05
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54.4
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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.
-
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-
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR-13/10.25.2/P-180)
180
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86.5
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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 Engineerin- 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.. (DSR-13/12.50/P-211)
390
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615.35
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
One or more coats on old work. (DSR-13/14.54.1/P-242)
45.78
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41.35
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. (DSR-13/13.61.1/P-227)
9.9
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63.05
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Lettering with black Japan paint of approved brand and manufacture. (DSR-13/13.71/P-228)
740
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2.2
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Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. (AR/GNIDA). Earth:
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-
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Lead upto 2.0 Km.
236.02
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54.03
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Add labour cess @ 1% on all above items
2647789.1
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0.01
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