Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date13 Feb 2025
Closing Soon24 Feb 2025
Tender Amount₹ 34,02,104
Costs
EMD
₹ 69,000Document Cost
₹ 930Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_GNIDA_1005334_3Tender No
SM/(E-TENDER CELL)/2025/567 DATED- 10.02.2025Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
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Documents
TECHNICAL BID
BOQ Items
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Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & manual placing. (MORTH-9.06 E/Case-II)
23.74
8226
195306.6
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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. Thermo-Mechanically Treated bars of grade Fe-500D or more. (Sail Steel) (DSR-18/5.22.6)
2329.48
88
205157.3
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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90M), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4M or 3.00 m apart and with 9 horizontal
R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.)/ Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately). (DSR-18/16.53)
1984
232
461557.76
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Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in Super strucure and plinth including supply of all material, labour and T&P etc. required for proper completion of the work.
-
-
-
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As the item 309 above but for walls of Half brick thick, add for extra labour to the rate of item no.-309
22.15
5260
116509
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M-150 brick work in 1:4 one cement and four coarse sand
2.20 F.M. mortar including supply of all material, labour, T&P etc. required for proper completion of the work.
But in superstructure including necessary Cutting & moulding of brick as required thickness of walls not to be less than 1½ brick. Add extra labour to above items.
Wall half brick thick (UPPWD/SOR-2020/310(A)
16.63
5590
92961.7
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12 MM Cement plaster mix: 1:4 (1 cement :4 coarse sand. ( DSR-18/13.4.1)
748.74
164
123399.84
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Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement: 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/2:2 (1) cement: 1/2 coarse sand 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately). (DSR-18/13.72)
952.55
560
534351.97
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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the
foundation trenches.(Where machine con not reach/move). (UPPWD/SOR-2020/251(a))
-
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-
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Depth from 0.0 to 1.5 M below G.L
1.62
95
153.9
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Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-
2020/281)
1.62
5820
9428.4
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PART-B
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-
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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches.(Where machine can not reac/move). for building work only (As per item SOR-2020/251(a))
10.02
95
951.9
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Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (As per item SOR-2020/281)
3.79
5820
22057.8
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RCC grade M25 using batching plant transit mixture & manual placing. MORTH-20/15.11 (Case-II Page no.657
4.62
8226
38008.28
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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. Thermo-Mechanically Treated bars of grade Fe-500D or more. (Sail Steel) (DSR-18/5.22.6)
453.34
88
39925.65
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M-150 brick work in 1:4 one cement and four coarse sand
2.20 F.M. mortar including supply of all material, labour, T&P etc. required for proper completion of the work. But in superstructure including necessary Cutting & moulding of brick as required thickness of walls not to be less than 1½ brick. Add extra labour to above items.(UPPWD/SOR- 2020/309)
10.68
4950
52866
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M-150 brick work in 1:4 one cement and four coarse sand 2.20 F.M. mortar including supply of all material, labour. T&P etc. required for proper completion of the work. But in superstructure including necessary Cutting & moulding of brick as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. Wall half brick thick (UPPWD/SOR- 2020/310(a))
14.04
5260
73850.4
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12mm cement plaster mix: 1:6 (1 cement :6 coarse sand ) DSR-2018/13.4.2/AR
61.05
164
10061.65
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15mm cement plaster on rough side of single or half brick wall of mix:
1:6 (1 cement : 6 coarse sand) (DSR- 2018/13.5.2/AR)
61.05
191
11681.91
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Providing and applying Birla white putty on plastered surface to prepare the surface even an smooth etc. complete as per directed by Engineer-in-charge.
(A.R./GNIDA)
-
-
-
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2mm thickness.
79.77
63
5025.51
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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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (Sail Steel) (DSR-2018/10.25.2/AR)
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-
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In gratings, frames, guard bar, ladder, railings. brackets, gates and similar works.
200
88
17702
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Providing and fixing brass bib cock of approved quality: (DSR-2018/18.15.1/AR)
-
-
-
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15 mm nominal bore
10
262
2626.4
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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. (DSR-2018/18.48/AR)
1000
7
7640
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Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.l.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making gooo the walls and floors wherever required:
DSR-18/17.3.1
-
-
-
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W.C. pan with Sl marked white solid plastic seat and lid.
2
4718
9437.2
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Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 8931: (DSR-2018/18.53.1/AR)
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-
-
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15 mm nominal bore.
4
461
1847.36
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Providing and fixing unplasticised PVC connection pipe with brass unions: (DSR-2018/18.21.2.1/AR)
-
-
-
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45 cm. length:
15 mm nominal bore
4
72
288.24
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Providing and carting of following día Rec hume pipe s&s NP-3 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth
below invert level of pipe.
-
-
-
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150 mm Dia.(A.R. /GNIDA)
56
208
11683.28
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Providing and laying in position cement concrete 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-3 pipe of following diameter including centring shuttering but excluding excavation as per approved.
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-
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150 mm Dia.(A.R. /GNIDA)
56
237
13300
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Laying of following dia Rec hume pipe s&s NP-2 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe.
-
-
-
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150 mm Dia.(A.R. /GNIDA)
56
75
4246.48
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Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement: I fine sand) including testing of joints etc. complete.
(DSR-18/19.34.2)
-
-
-
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150 mm Dia.
2
379
758.9
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Providing and fixing ISI marked flush door shutters conforming to IS 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. DSR-2018/9.20.2/AR
-
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-
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30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
6.93
2239
15522.09
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. (DSR-2018/18.33.1/AR)
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-
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With common burnt clay F.P.S.(non modular) bricks of
class designation 7.5
18
6723
121017.6
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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 10 mm gap for thermal expansion, (i) Single socketed
pipes.(DSR-18/12.41.2)
-
-
-
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110 mm Dia (O.D)
10
286
2860.2
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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.
(DSR-18/11.36) AR/GNIDA
6.24
1067
6659.45
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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm (DSR-
18/11.49.2)
3.3
1217
4018.94
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2
9.22
258
2385.95
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Providing and fixing factory made uPVC white colour sliding glazed door comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.6 plus/minus 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension uPVC extruded glazing beads, uPVC extruded interlock and uPVC extruded Inline sash adaptor (if equired), EPDM gasket, wool pile, zinc alloy (white powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if required), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing and direction of engineer-in-charge (single / double glass panes, wire mesh and silicon sealent shall be paid separatly)
(DSR-18/9.147F.1)
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-
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Two track two panels sliding door made of (big series) frame 67 * 50 mm & sash 46 * 82 mm both having wall thickness of 2.3 plus/minus 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.
(Area of door above 2.00 sqm upto 5.00 sqm)
7.92
5019
39756.65
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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 Granite of any of colour and shade, Cherry/Ruby red Area of slab over 0.50 sqm (DSR-18/8.2.2.2)
2.32
3956
9178.48
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Providing and fixing dry cladding upto 10 metre heights with 30 mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto Imx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately) (DSR-
18/8.20.2)
-
-
-
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White sand stone 30mm thick gang saw cut stone.
7.2
1666
11998.8
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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): (DAR-2018/11.26.1
-
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-
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25 mm thick.
38.85
1317
51199.64
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Finishing walls with textured exterior paint of required shade (DAR-2018/13.45.1)
-
-
-
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New work (Two or more coats applied @ 3.28 Itr/10 sqm) over and including priming coat of exterior primer applied
@ 2.20kg/10 sqm.
61.05
155
9490.22
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Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work.
Same as item 660 but for weather coat.
61.05
37
2258.85
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Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SOR-649
79.77
47
3749.19
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As in item (649) above but for every coat after the first coat. SOR-650
79.77
18
1435.86
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Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-incharge (Door handle, lock and stopper etc.to be paid separately)
(DSR-18/21.18)
11.12
3693
41075.05
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Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. DSR-18/10.29.2
-
-
-
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Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides
18.05
723
13050.87
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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. DSR- 18/17.7.7
-
-
-
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White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap.
2
1485
2971.3
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Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/MS. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 12mm dia MS. bar bent to shape as per standard drawing. DSR-18/10.18
2
127
254.34
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Providing and fixing adjustable stainless steel cramps of approved quality and of required shape and size adjustable with stainless steel nuts bolts and washer (total weight not less than 260 gms) for dry stone cladding fixed on frame work- at suitable location including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge.
DSR-2018/8.22
24
220
5292.72
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Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
(DAR-18/18.10.1) Internal work - Exposed on wall
-
-
-
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15 mm dia nominal bore
10
190
1901.3
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Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
(DAR-18/18.10.2) Internal work - Exposed on wall
-
-
-
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20 mm dia nominal bore
40
235
9409.6
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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 65mm. DAR-18/22.7.1
18.72
1024
19180.51
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2 cm thick Damp Proof Course with Cement and approved coarse sand 1:2 with and including water proofing as ordered by the Engineer incharge in the proportion as by the manufacturer including supply of all materials, labour. Tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary.
(UPPWD/SOR-2020/360)
6.81
220
1498.2
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Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.(DSR-18/4.13)
6.81
93
637.48
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Labour Cess and GST will be paid extra as per govt. orders
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