Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Other Consultancy Services
Consultancy Services
Eprocure
Opening Date13 Jan 2023
Closing DateCancelled
Tender AmountRefer Documents
Costs
EMD
₹ 2,01,000Document Cost
₹ 2,190Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_GNIDA_766532_12Bid Award Id
ViewTender No
SM/(TENDER CELL)/2022/410 DATED-06.01.2023Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
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Documents
BOQ Items
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 mud mortar (DSR-18/15.7.1/ AR
2.25
-
267.1
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)
379.15
-
95
Cartage of earth or fly ash when added to schedule item no. 253. (SOR-251a)
-
-
-
Lead upto 1.0 Km.
4.04
-
45
Providing, laying, jointing and testing of PVC pipe (Finolex make ring fit) of following dia 6Kg/Cm2 including all specials & fittings etc. as required for proper completion of work (The contractor has to arrange the source of water and require head for testing).
-
-
-
90 mm dia (O.D.) DSR-18/18.9.8/A.R
195
-
300.04
110 mm dia (O.D.) DSR-18/18.9.9/A.R
295
-
403.85
Providing and fixing C.I. sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).
-
-
-
100 mm diameter: Class-II (DSR-18/18.31.1.2/ AR
2
-
3647.09
125 mm diameter: Class-II (DSR-18/18.31.2.2/ AR
2
-
4281.62
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-18/18.59.3/ AR
1
-
7066.48
Constructing masonry chamber 60x60x75 cm. inside, in bricks 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) 12mm thick finished with a floating coat of neat cement complete as per standard design:
-
-
-
With bricks of class designation-150 (DSR-18/18.33.1/ AR
4
-
6723.2
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main:
-
-
-
15 mm nominal bore (DSR-18 /18.20.1/ AR
18
-
256.23
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work :
-
-
-
15 mm dia nominal bore. (DSR-18/18.12.1/ AR
18
-
170.97
Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work).
-
-
-
15 mm nominal bore (DSR-18/18.46.1/ AR
18
-
128.51
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-18/11.2/ AR
294
-
569.37
Providing and laying I Shaped Interlocking tiles Rubber moulded 80mm thick Precast cement concerete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg, laid in required pattern over and including averege 50mm Thick Compacted bed fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with conforming to ISI - 15658-2006 SOR/ A.R. Grey Colour.
392
-
971.6
Boring/drilling bore well of required dia for casing/stainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore leg, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.
All types of soil
-
-
-
400mm dia (DSR-18/24.1.1.3/ AR)
90
-
596.42
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
-
-
-
200mm nominal size dia (DSR-18/24.3.3/ AR
16
-
922.92
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
-
-
-
200mm nominal size dia (DSR-18/24.4.3/ AR
18
-
983.49
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. (DSR-18/24.8/AR
7
-
1224.22
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot size 1.6/3.2mm) mild steel threaded and socketed/plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40mm, including painted with outside surface with two coats of anti-corrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depth, as per direction of Engineer-in-charge.
-
-
-
200mm nominal size (DSR-18/24.11.3/ AR
90
-
1849.41
Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M25 using batching plant transit mixer & manual placing . MORTH-9.06 D/Case-II
99.46
-
7958.27
Development of tube well in accordance with IS: 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. (DSR-18/24.12/ AR
16
-
744.52
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removable as per requirement, all complete for bore well of:
-
-
-
200mm dia (DSR-18/ AR
1
-
243.92
Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (Part I), including necessary bolts & nuts of required size complete.
-
-
-
200mm dia (DSR-18/24.14.3/ AR
1
-
1680.55
Providing and fixing Bail plug/bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS: 2800 (part I)
-
-
-
200mm dia (DSR-18/ AR
1
-
267.15
Sewerage system :
-
-
-
Hire charges of Pumps set of capacity 4000 litres/hour
(DSR-18/Code No. 0011/ AR
315
-
700
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality.
-
-
-
EHD - 35: Circular shape 560 mm internal dia. (DSR-18/19.19.4.1/ AR
54
-
1647.48
Making connection of drain or sewer line with existing manhole including breaking into & making good the walls, floors with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement & making necessary channels for the drain etc. complete:
-
-
-
For pipes 100 to 250 mm dia (DSR-18/19.21.1/ AR
150
-
383.09
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)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
2080.8
-
95
Depth from 1.5 to 3.0 M below G.L.
1636.76
-
110
Depth from 3.0 to 4.5 M below G.L.
475.07
-
125
Supply of ISI marked RCC S&S NP-2 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (AR/GNIDA)
-
-
-
250 mm dia NP-2 pipe
1632
-
319.8
Laying of NP-2 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 coarse sand) including testing of joints etc. complete. (AR/GNIDA)
-
-
-
250 mm dia NP-2 pipe
1632
-
100.09
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-2 pipe of following diameter including centring shuttering but excluding excavation. (AR/GNIDA)
-
-
-
250mm dia NP-2 concrete cradle
1632
-
319.8
Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design:
-
-
-
0.91m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560mm internal dia meter conforming to IS 12592, total weight of cover and frame not less than 182 Kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately):
-
-
-
With bricks of class designation-150 (DSR-18/19.9.1.1/ AR
22
-
9539.27
Constructing brick masonry circular type manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design:
-
-
-
1.68m deep with SFRC cover and frame (heavy duty, HD-20 grade designation) 560mm internal dia meter conforming to IS 12592, total weight of cover and frame not less than 182 Kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately):
-
-
-
With bricks of class designation-150 (DSR-18/19.11.1.1/ AR
32
-
18264.53
Supply of ISI marked RCC S&S NP-2 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (SOR )
-
-
-
150 mm dia NP-2 pipe
272
-
208.64
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-2 pipe of following diameter including centring shuttering but excluding excavation. (AR/GNIDA)
-
-
-
150mm dia NP-2 concrete cradle
272
-
237.5
Laying of NP-2 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 coarse sand) including testing of joints etc. complete. ( SOR)
-
-
-
150 mm dia NP-2 pipe
272
-
78.47
Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-281)
65.28
-
5820
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 (including equivalent design mix). (DSR-18/15.2.1/ AR)
41.4
-
923.42
Constructing masonry chamber 60x60x75 cm. inside, in bricks 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) 12mm thick finished with a floating coat of neat cement complete as per standard design:
-
-
-
With bricks of class designation-150 (DSR-18/18.33.1/ AR)
150
-
6723.2
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)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
62.1
-
95
Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. (SOR). Earth:
-
-
-
Lead upto 2.0 Km.
62.1
-
45
Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR)
20.7
-
4042.47
Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-281)
20.7
-
5820
Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M25 using batching plant transit mixer & manual placing . MORTH-9.06 D/Case-II
41.4
-
7958.27
Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. (DSR-18/16.44/ AR)
700
-
44.14
Premoulded joint filler 12 mm thick (DSR-18 /Code No. 0317/ AR)
46
-
360
Drainage work :
-
-
-
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)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
100
-
95
Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-281)
14
-
5820
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
22
-
8043.97
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/Cold twisted bars. (Sail Steel) (DSR-18/5.22.6/ AR
1727
-
88.96
Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. (AR ). Earth:
-
-
-
Lead upto 2.0 Km.
80
-
45
RCC work with cement approved coarse san & 2 cm gauge approved stone grit in proportio n of 1:2:4 in lintle of door &windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGG1 binding wire and including necessary centering ad shuttering etc. and supply of all material, labour, tool & plant etc required for proper completion of the work including cost of binding wire .The rate excludes making of drip course which shall be paid extra. (SOR)
3.6
-
7800
Road work:
-
-
-
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)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
270
-
95
Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. (AR/GNIDA). Earth:
-
-
-
Lead upto 2.0 Km.
270
-
45
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. (DSR-18/16.1/AR)
900
-
85.11
Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/GNIDA)
90
-
4042.47
Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-281)
90
-
5820
Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M25 using batching plant transit mixer & manual placing . MORTH-9.06 D/Case-II
180.18
-
7958.27
Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. (DSR-18/16.44/AR)
1970
-
44.14
Premoulded joint filler 12 mm thick (DSR-18 /Code No. 0317/ AR
45
-
360
Add labour cess @ 1% on all above items
9912137.93
-
0.01
GST will be paid extra as per applicable
-
-
-
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