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 Date10 Dec 2024
Closing Soon24 Dec 2024
Tender Amount₹ 11,08,59,833
Costs
EMD
₹ 21,09,000Document Cost
₹ 6,770Tender Fee
Refer Documents
Summary
Development Of Smart Village Khairpur Gurjar, Greater Noida.
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_GNIDA_981719_11Tender No
SM/(E-TENDER CELL)/2024/542 DATED- 06.12.2024Tender 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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Dry brick on edge floor with bricks of class 75 filling joints with local fine sand DSR 2018/ 11.2
7654.53
571
4373415.72
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Plain/Reinforceed cement concrete in open foundation complete as per drawing and technical specifiations.CC Grade M25 using batching plant transit mixture and manual placing
Morth-20 Item-15.11
8085.99
7951
64299064.74
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DRAIN WORK
-
-
-
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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M, and lead upto 30 M and including filling watering and ramming of excavated earth into the 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 the Engineer-in charge upto a distance of 30 M from the foundaiton trenches. (Where machine can not reach/move). For Building work only. (UPPWD/SOR- 2020/251a)
434.72
95
41298.4
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Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including suply of all materials, labour, tools & palnts etc. required for proper completion of the work. (SOR- 281)
248.41
5820
1445746.2
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M-150 Brick Work in 1:6 cement & fine sand 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. Same as item no. 305 but in 1:4 one cement & four Coarse sand of 2.20 F.M. mortar. (UPPWD/SOR-2020/305(a)
431.21
4950
2134489.5
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Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including suply of all materials, labour, tools & paints etc. required for proper completion of the work. (SOR- 279)
43.12
7000
301840
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12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-13/13.4.2)
1874.8
164
308985.78
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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. (DSR- 13/10.25.2) (Sail Steel)
12483.63
88
1104926.09
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SEWAR WORK
-
-
-
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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M, and lead upto 30 M and including filling watering and ramming of excavated earth into the 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 the Engineer-in charge upto a distance of 30 M from the foundaiton trenches. (Where machine can not reach/move). For Building work only (UPPWD/SOR-2020/251(a))
10488.93
95
996448.35
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Providing and laying in position cement concrete of 1:4:8 (1 cement :4 coarse sand:8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 2 pipe of following diameter including centering and shuttering but excluding excavation as per approved.
11013.48
319
3522110.9
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete: 250 mm dia. R.C.C. pipe (AOR Based on DSR-18/19.6.3)
11013.48
290
3202499.71
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Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top with 150 class designation bricks in cement mortar 1:4 (1cement: 4coarse sand) inside and outside cement plaster 12mm thick with cement mortar 1:3 (1cement: 3coarse sand) finished with a floating coat of neat cemen, foundation concrete 1:3:6 (1cement: 3coarse sand: 6graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1cement: 2coarse sand : 4graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 0.91m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter confirming to IS 12592, total weight of cover and frame not less than 182kg fixed in cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 20mm nominal size) including centering shuttering all complete. (excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for seperately): With bricks of class designation- 150 (AOR Based on DSR- 18/19.9.1.1/P-352)
260
9539
2480210.2
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Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation 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) 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-13/18.33.1/P-318)
520
7623
3964064
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Providing & fixing S.W. intercepting trap in manholes with stiff mixtures of cement mortar 1:1 (1cement: 1fine sand) including testing of joints etc.complete: 150mm dia(DSR-13/19.34.2/P-342)
520
379
197314
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Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including suply of all materials, labour, tools & paints etc. required for proper completion of the work. (SOR-281)
140.4
5820
817128
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete: 150 mm dia. R.C.C. pipe (AOR) Based on DSR-18/19.6.2)
2080
208
433950.4
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laying of NP-2 250mm dia
11013.48
119
1319855.44
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laying of NP-2 150mm dia
2080
75
157726.4
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WATER SUPPLY
-
-
-
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Earth work in excavation in ordinary soil in all of foundation trenches including dressing of the site and ramming of bottom.Lifts upto 1.5 mtr including getting out the excavated soil as directed within a lead of 50mtr. All kind of soil. Depth from 0 to 1.5m (A.R./GNIDA)
5298.76
95
503382.2
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Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work PN10 Pipe, 90 mm OD (SDR- 11) (AOR Based on DSR-18/18.6.8)
7065.02
949
6711345.09
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Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 100 mm diameter Class II (DSR-13/18.31.1.2/p-338)
8
5657
45258.56
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Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately): 100 mm dia (DSR-13/18.59.3/p-343)
5
7066
35332.4
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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), i/c 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: With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-13/18.33.1/1461)
8
6723
53785.6
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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. In cement mortar (DSR-18/15.7.4)
24.55
779
19143.1
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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the 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 the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only. (SOR-251a)
307.39
95
29202.05
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Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-281)
45.2
5820
263064
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M-150 Brick Work in 1:6 cement & fine sand 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work.
-
-
-
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Same as item no. 305 but in 1:4 one cement & four Coarse sand of 2.20 F.M. mortar.(SOR-305a)
113.7
4950
562815
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M-150 Brick Work in 1:6 cement & fine sand 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. (SOR-310)
-
-
-
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Same as item no. 305 but in 1:4 one cement & four Coarse sand of 2.20 F.M. mortar. (SOR 305a)
-
-
-
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As in item 303 to 307 above but in superstructure including necessary Cutting & moulding of brick as required thickness of walls not to be less than 11/2 brick. Add extra labour to above items. (SOR 309)
112.22
5230
586910.6
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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. Cold twisted bars (DSR-18/5.22.6) (Sail Steel)
5446.91
86
472356.03
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RCC grade M-25 using batching plant transit mixture manual placing (MORTH-20 Item 15.11)
57.33
8043
461160.8
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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. In depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move). (SOR-253a)
3279.24
90
295131.56
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Cartage of earth or fly ash when added to schuedule item no. 253. Ist Km. (If lead is beyond 1/2 Km.
-
-
-
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For Kachcha Road (As per footnote) S.I. No.-261 & 231 5Km (SOR-255)
3279.74
127
419150.77
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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. (DSR-18/15.56)
72.92
20
1492.67
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Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. (DSR-18/14.1.1)
72.92
247
18063.01
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12 mm cement plaster of mix:1:6 (1 cement: 6 coarse sand) DSR-18/13.4.2
1479.17
164
243782
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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)
1043.34
50
52167
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As in item (649) above but for every coat after the first coat. (SOR-650)
1043.34
19
19823.46
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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. (SOR-660)
1477.78
44
65022.52
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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. (DSR-18/10.25.2) (Sail Steel)
245.38
88
21718.58
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Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm ISI no. 105/106/133-1950. (SOR-647)
140.33
37
5192.21
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As in item (647) above but for every subsequent coat on previously treated surface. (SOR-648)
140.33
24
3367.92
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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 Engineerin-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-18/8.31)
22.97
745
17125.05
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Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. (DSR-18/22.6)
263.34
350
92171.63
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Kota stone slab flooring over 20 mm (average) thick with base of cement mortar 1: 4 (1 cement: 4 coarse sand): 25 mm thick. (DSR-18/11.26.1)
34.4
1317
45335.07
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Dry brick on edge floor with bricks of class 75 filling joints with local fine sand DSR 2018/11.2
1860
571
1062711
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Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
-
-
-
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As in item 279 above but in proportions of 8:4:1 (SOR-281)
186
5820
1082520
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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (DSR-18/16.68)
1860
748
1391280
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Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron Por S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:(DSR-18/17.1.1)
-
-
-
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White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
4
3708
14833
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Providing and fixing wash basin with C.I. breckets 15mm C.P. brass waste of standard pattern, including painting of fitting and breckets, cutting and making good the walls wherever require (DSR-18/17.7.1)
-
-
-
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Providing and fixing wash basin with all fittings White vitreous china Wash basin 630x450mm with a pair of 15mm CP brass pillar taps
4
2236
8945.76
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Providing and Fixing PVC White Vitreous China flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively. (DSR-18/17.23)
4
865
3461.16
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Providing and Fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (DSR-18/17.28.2.1)
-
-
-
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Flexible pipe 32 mm dia
7
87
614.39
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Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete: (DSR-18/18.18.1)
-
-
-
... More
15 mm nominal bore
1
294
294.04
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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): (DSR-18/18.46.1)
-
-
-
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15 mm nominal bore
8
128
1028.08
... More
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-18/18.48)
2000
7
15280
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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 15mm nominal bore. (DSR-18/18.49.1)
12
363
4364.52
... More
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 25 mm nominal outer dia Pipes. (DSR-18/18.8.3)
-
-
-
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15 mm nominal outer dia Pipes
25
146
3654.75
... More
20 mm nominal outer dia Pipes
25
196
4916.75
... More
Providing and fixing brass bib cock of approved quality: 15 mm nominal bore (DSR-18/18.15.1)
12
262
3151.68
... More
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 100 mm 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 20 mm nominal size), i/c 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: With common burnt clay F.P.S.(non modular) bricks of class designation 100 (DSR-18/18.33.1)
2
6723
13446.4
... More
P/F UPVC rain water pipes: Single socketed pipes. (DSR-18/12.42.5.1)
-
-
-
... More
110 MM Diameter
40
78
3121.2
... More
Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever
required: (DSR-18/17.9.1)
-
-
-
... More
White glazed fire clay kitchen sink of size 600x450x 250 mm
1
2378
2378.14
... More
Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete. (DSR-18/17.18)
-
-
-
... More
10 Litre capacity- white
10
781
7815.7
... More
Providing and fixing uplasticised PVC connection pipe with brass unions 30 cm length (DSR-18/18.21)
-
-
-
... More
15 mm nominal bore. (18.21.1.1)
10
63
632.3
... More
20 mm nominal bore. (18.21.1.2)
10
69
690.4
... More
Labour Cess and GST will be paid extra as per govt. orders
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