National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 Jan 2024
Closing Date23 Jan 2024
Tender Amount₹ 5,58,60,000
Costs
EMD
₹ 2,89,500Document Cost
Refer DocumentsTender Fee
Refer Documents
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_HWAY_406802_1Bid Award Id
ViewTender No
TN.No.36/SI.No.32/ 2023-2024 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Road C
1980
10692
5.4
Road D
2880
15552
5.4
Road E
1800
9720
5.4
Picking 5cm to 10cm old B.T surface andsectioning and to bring to camber and super elevation as directed by the departmental officers including labour charges for picking including hire charges for all tools and equipments employed and all other incidental charges etc., complete as per standard specification.(Specification Number as per MORTH Rev.V 202)
-
-
-
Road A
1401
27837
19.87
Road B
2085
41428
19.87
Road C
1880
37355
19.87
Road D
1997
39680
19.87
Road E
1280
25433
19.87
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including pre mixing the materials with water at OMC in mechnanical mix plant conveyance of mixed material by tipper to site laying in uniform layers using pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (Specification Number as per MORTH Rev.V 111,112,406,900).
-
-
-
Road A
1051
1859439
1769.21
Road B
1564
2767044
1769.21
Road C
1410
2494586
1769.21
Road D
1498
2650276
1769.21
Road E
960
1698441
1769.21
Providing and laying prime coat over WBM/WMM surface using 7 kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc, complete as per clause 502 of MORTH Rev.5 .(Specification Number as per MORTH Rev.V 111,112,502,900)
-
-
-
Road A
4201
317049
75.47
Road B
6254
472114
75.49
Road C
5638
425612
75.49
Road D
5991
452140
75.47
Road E
3840
289804
75.47
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5..(Specification Number as per MORTH Rev.V 111,112,503,900).
-
-
-
Road A
4201
71248
16.96
Road B
6254
106130
16.97
Road C
5638
95676
16.97
Road D
5991
101607
16.96
Road E
3840
65126
16.96
Providing and laying 50mm consolidated thick bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.20-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg of VG30 Grade Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP as per clause 504 of MORTH.Rev.5.(Specification Number as per MORTH Rev.V 111,112,504,900).
-
-
-
Road A
211
1656497
7850.7
Road B
313
2459272
7857.1
Road C
282
2215702
7857.1
Road D
300
2355210
7850.7
Road E
192
1507334
7850.7
Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to Paver site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,507,900).
-
-
-
Road A
127
1291101
10166.15
Road B
188
1913276
10177
Road C
170
1730090
10177
Road D
180
1829907
10166.15
Road E
116
1179273
10166.15
Collection and Supply of Carted earth including cost and conveyance an average lead of 5km to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the engineer with initial lift including all labour charges and consolidation with power roller incliding all tools and plants and all other incidental charges etc., complete for formation of side berms in accordance with standard specification as per MORT&H Rev-5 111,112,408 & 900
-
-
-
Road A
733
162396
221.55
Road B
1958
433794
221.55
Road C
1283
284248
221.55
Road D
1055
233735
221.55
Road E
1010
223765
221.55
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Bridge for as per MORT&H specification No.1000,1500,1700 & 2702 (Road B)
128
87948
687.1
Providing RCC M15 grade precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete (as per MORT&H specification No.805).
-
-
-
Road A
1
906
906
Road B
1
906
906
Road C
1
906
906
Road D
1
906
906
Road E
1
906
906
Provididing RCC M15 Grade Precast HM stone of standard desing as per IRC 8-1980 and fixing in position including painting and printing ect., complete (as per MORTH SPECIFICATION No.805)
-
-
-
Road A
4
1024
256
Road B
7
1792
256
Road C
6
1536
256
Road D
7
1792
256
Road E
6
1536
256
Provision for Scheme Board Direction and Place Identification signs - Type IV. Providing and erecting Direction and place Identification Retro reflectorised sign made out of high Intensity Prismatic Grade sheeting confirming to type IV standards of IRC - 67: 2012 and ASTM D 4956-09. Specification and fixed over 2 mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angel and supported on a mild steel angel post 75 X 75 X 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painte as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45cm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum co efficient of Retro - reflection as per Table 6.6 of IRC67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67.2012. (as per MORT & H Specification No 801) (For Sign having area more than 0.95qm) TYPE -IV
-
-
-
Road A
1.08
12749
11805
Road B
1.08
12749
11805
Road C
1.08
12749
11805
Road D
1.08
12749
11805
Road E
1.08
12749
11805
SUB ESTIMATE - TWO CELL BOX CULVERT Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT MORT&H No.304,111,112
-
-
-
Road E at Km 1/2
127
34810
274.1
Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for BOX CULVERT MORHT No.1000,1500,1700,2100 & 2200
-
-
-
Road E at Km 1/2
9
51316
5701.87
Vibrated Cement Concrete of grade M-20 Nominal Mix (1:1.5:3) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications Stem and Footing of Retaining wall as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
Road E at Km 1/2
53
419437
7913.92
Vibrated Reinforced Cement Concrete M25 (Design mix) using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork and centering, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Bottom of Slab, Side Wall and Top Slab of Box culvert as per MORT&H specification No.1000,1500,1700,2200 & 2300
-
-
-
Road E at Km 1/2
57
611673
10731.12
Supply and fabrication of Fe.500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete, as per MORT&H specification No.1600
-
-
-
Road E at Km 1/2
3.5
331814
94804.27
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Box culvert Top slab for as per MORT&H specification No.1000,1500,1700 & 2702
-
-
-
Road E at Km 1/2
34
23279
684.7
Dismantling the existing Random Rubble Masonry in Cement mortar walls upto 3m hight in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. as per MORTH spec.202,111,112
-
-
-
Road E at Km 1/2
25
6435
257.4
Dismantling the Plain Cement Concrete in the Existing culvert and clearing away from the site and carefully stacking the useful materilas for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., Complete as per MORTH spec.202,111,112
-
-
-
Road E at Km 1/2
23
10166
442
DIVERSION ROAD
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer using Carted Earth with a lead of 5km for formation of Diversion road for 95% compaction.
-
-
-
Road E at Km 1/2
215
47633
221.55
Construction of Granular sub-base Grade-V 150mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 111,112,401,900
-
-
-
Road E at Km 1/2
23
32103
1395.79
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111,112,406,900 of MORTH Rev-5
-
-
-
Road E at Km 1/2
23
40691
1769.21
SUB ESTIMATE - SINGLE CELL BOX CULVERT Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT MORT&H No.304,111,112
-
-
-
Road B at Km 1/2(i),(ii)
188
51530
274.1
Road C at Km 1/2(i),(ii),(iii)
282
77296
274.1
Road D at Km 1/4
94
25765
274.1
Road E at Km 0/4 & 0/6
188
51530
274.1
Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course MORHT No.1000,1500,1700,2100 & 2200
-
-
-
Road B at Km 1/2(i),(ii)
10
57490
5749.05
Road C at Km 1/2(i),(ii),(iii)
15
86471
5764.78
Road D at Km 1/4
5
28509
5701.87
Road E at Km 0/4 & 0/6
10
56861
5686.14
Vibrated Cement Concrete of grade M-20 Nominal Mix (1:1.5:3) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications Stem and Footing of Retainng Wall as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
Road B at Km 1/2(i),(ii)
97
758746
7822.13
Road C at Km 1/2(i),(ii),(iii)
145
1136488
7837.85
Road D at Km 1/4
49
380976
7775.03
Road E at Km 0/4 & 0/6
97
752634
7759.12
Vibrated Reinforced Cement Concrete M25 (Design mix) using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork and centering, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Bottom of Slab, Side Wall and Top Slab of Box culvert as per MORT&H specification No.1000,1500,1700,2200 & 2300
-
-
-
Road B at Km 1/2(i),(ii)
64
730527
11414.49
Road C at Km 1/2(i),(ii),(iii)
95
1085870
11430.22
Road D at Km 1/4
32
363753
11367.31
Road E at Km 0/4 & 0/6
64
726501
11351.58
Supply and fabrication of Fe.500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete, as per MORT&H specification No.1600
-
-
-
Road B at Km 1/2(i),(ii)
4.2
398177
94804.27
Road C at Km 1/2(i),(ii),(iii)
6.3
597266
94804.27
Road D at Km 1/4
2.1
199088
94804.27
Road E at Km 0/4 & 0/6
4.2
398177
94804.27
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for mixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Box culvert Top slab for as per MORT&H specification No.1000,1500,1700 & 2702
-
-
-
Road B at Km 1/2(i),(ii)
35
24090
688.3
Road C at Km 1/2(i),(ii),(iii)
52
35854
689.5
Road D at Km 1/4
18
12324
684.7
Road E at Km 0/4 & 0/6
35
23922
683.5
Dismantling the existing Random Ruble Masonry in Cement mortar walls upto 3m hight in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. as per MORTH spec.202,111,112
-
-
-
Road D at Km 1/4
14.5
3732
257.4
Road E at Km 0/4 & 0/6
29
7464
257.4
Dismantling the existing Cut stone slab over culvert upto 3.3mt in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc. complete . as per MORTH spec.202,111,112
-
-
-
Road D at Km 1/4
13
6061
466.3
Road E at Km 0/4 & 0/6
25
11657
466.3
Dismantling the Plain Cement Concrete in the Existing culvert and clearing away from the site and carefully stacking the useful materilas for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., Complete as per MORTH spec.202,111,112
-
-
-
Road B at Km 1/2(i),(ii)
13
5746
442
Road C at Km 1/2(i),(ii),(iii)
41
18122
442
Road D at Km 1/4
4.5
1989
442
Road E at Km 0/4 & 0/6
9
3978
442
DIVERSION ROAD
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer using Carted Earth with a lead of 5km for formation of Diversion road for 95% compaction.
-
-
-
Road B at Km 1/2(i),(ii)
323
71560
221.55
Road C at Km 1/2(i),(ii),(iii)
484
107230
221.55
Road D at Km 1/4
162
35891
221.55
Road E at Km 0/4 & 0/6
323
71560
221.55
Construction of Granular sub-base Grade-V 150mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 111,112,401,900
-
-
-
Road B at Km 1/2(i),(ii)
34
48055
1413.39
Road C at Km 1/2(i),(ii),(iii)
51
72531
1422.19
Road D at Km 1/4
17
23803
1400.19
Road E at Km 0/4 & 0/6
34
47456
1395.79
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111,112,406,900 of MORTH Rev-5
-
-
-
Road B at Km 1/2(i),(ii)
34
60153
1769.21
Road C at Km 1/2(i),(ii),(iii)
51
90229
1769.21
Road D at Km 1/4
17
30076
1769.21
Road E at Km 0/4 & 0/6
34
60153
1769.21
SUB ESTIMATE - PCC RETAINING WALL (Road C At Km 1/0)
Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification 111,112,304 for FOUNDATION OF RETAINING WALL
140
35294
252.1
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for as per relevent standard specification for Footing of retaining walls MORTH No.1000,1500,1700,2100 & 2200
35
208197
5948.49
Vibrated Cement Concrete M20 nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for as per relevent standard specification for Stem of retaining walls MORTH No.1000,1500,1700,2100 & 2200
124
995675
8029.64
Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings MORHT No.2706
63
11182
177.5
SUB ESTIMATE - PCC PARAPET WALL Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for as per relevent standard specification for Parapet wall MORHT No.1000,1500,1700 & 2200
-
-
-
Road C at Km 0/2
12
119397
9949.8
Road E at Km 0/4 & 0/6
4.5
40403
8978.57
SUB ESTIMATE - Wearing Coat Over Existing Road Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Existing Road for as per MORT&H specification No.1000,1500,1700 & 2702
-
-
-
Road E at Km 1/4
2550
1745985
684.7
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
47338191.78
GST 18% for above SubTotal Amount
1
8520874
8520874.52
Total in Figures (SubTotal + GST)
-
55859066
-
Evaluation Notes How It Works ?
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